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WS-10-2213Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 157524 Permit Number: WS -12 -10 -2213 Scheduled Inspection Date: March 25, 2013 Inspector: Bruhn, Norman Owner: CONDO, SHORES PLAZA EAST Job Address: 9140 NE 8 Avenue BLDG H Miami Shores, FL 33138 -0000 Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number 113206044001 Contractor: THE COMPANIES OF R&S INC Phone: 305 - 256 -6666 Building Department Comments 21 WINDOWS/ 1 DOOR AS PER LETTER SENT FROM CONDO, OK TO APPROVE 180 DAYS EXTENSION 9/2/11 EXTEND PERMIT TILL 7/31/2012 03/01/2013 - PERMIT RENEWAL PER B.O. NORMAN RRl1HN NFW FXPIRATIC)N IlATF APRII 4, 2fl13 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 154274. Entry door must not need special knowledge. Revise plans to show scope of work. March 22, 2013 For Inspections please call: (305)762 -4949 Page 6 of 48 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and M accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal descrip of pro • =rty and stree dress: 2. Description of improvement: CFN 201.3.R0172.630 OR Sk 25516 Ps 0276; (1Ps) RECORDED 03/05/ 2013 13 :34t43 HARVEY RUVINr CLERK OF COURT MIIAMI -DADE COMM FLORIDA LAST PAGE Space above reserved for use of reco 723aL' \s ngo. ce 3.Owner(s) name and address: S CkJ -4 ter C c `7 NE- co S% ' .S fit.. 35 '150 interest in property: Name and address of fee simple titleholder. 50 4. Contractor's name, address and phone number: o kP- st4.4\ - ' S ( 8MS' 9th e a°t Ber5 ^2.514,-'C!(4 Ce(a 5. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CO MENCIN3 iATh OF FLORIDA, COUNTY OF I+.ISifr il! CER1ifiY th3 rr r jf� ireckeci before me this day o . ii& s 1 i OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) o^f Qwner(o) = e Prepared Print Name . CI-4 Title /Office U a_ P at t r SQ v STATE OF FLORIDA COUNTY OF MIAMI -DADE The fo men By .JXY I if r/Director/Partner, Prepared Print Name Title /Offi C I Individually, or 4 as for Personally known, or ❑ produced the following type of identi icatio Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signatures} erlsl or�Owne rized Officer /Director/Partner/Manager who signed above: By w1:'_,�,�.....,,�ra►rwtAr .w�.*11�!!l! is s My Comm. Expires ep 23, 2015 i 7t J'4 0 Commission # EE 128810 ° 8 ; :°`� Bonded Through National Notary Assn. By --15c4 �- �e-L � ' 1 J gam" T l C Z � L � F ° p o is t C j 1 4.o r v L 8 'tt a.. 1 `1 coo % z3 $ Jt Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: q I 1 0 r fL. Er Avr _.., City: Miami Shores County: Folio/Parcel #: Is the Building Historically Designated: Yes NO FBC 20 Permit No. Master Permit No. WS 10 '9.-L3 ROOFING Miami Dade Zip: J k�� Flood Zone: OWNER: Name (F ee Simple Titleholder ) : fir- L2.36t Phone #: -151- Address: d 7�{ 5 t1 g °l ( City: M \ -k :\ S irk d State: ----t51-) AN Zip: 3 31 38 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: i t — CIN"l ' s�� ®f- S 0,5c, Phone #: 3e 2—C(4 "" ( Co Address: S 7t5 L l 2-9 -s-2,f r City: t-Vk A -'--'- . State: — (N P Zip: ''3 3 \ —7 (A Phone #: State Certification or Registration #: C b k to U Certificate of Competency #: Qualifier Name: „1 •J T. Vs t-3 Contact Phone #: Email Address: Phone #: 7 ece -- 5`{ 1 - 9`[°‘ DESIGNER: Architect/Engineer: uLA-a- ©S 7--- Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition` ❑Alteration ❑New. ❑Repair/Replace Description of Works .., A-n.{tcz„Ti_.. aYD2. N.CAA s ❑Demolition Color thru tile: ****** r***************** r************** FFs*************** * **t* *******r *** ** * **** *** * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will_not be a roved and a reinspection fee will be charged. Signature — Si Owner or Agent The foregoing instrument was acknowledged before me this 13 day of 13 2013 , by L( ,.AV (42A who i e or who has produced As identification and whc t bn oath. 6 O. w .f.s � � °• � coc,`' it c NOTARY PUBLIC: Sign: Print: My Commission Expires: 1 Contractor // instrument was acknowledged b e me this / 7 day of , 20 1 , by J C7�l 0 � �' o is personall kno me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: .ter P4 ,� LAURA F�RNAf�Q Print: ViLR'��° '� * * MY COMMISSION EE 84425 My Commission Expires: �,q EXPIRES: January 10, 2017 g iOd Cid-O % a�� Thu semen * *** ***,r r****** ** * * * *,r ******************* *** *, r******* *, t******* *** ******* *** ** **** * ******x ********** ** * ** * *** APPROVED BY ��frif Plans Examiner Structural Review (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) Zoning Clerk IMAM I•DADE (g) COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESO BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doo Inc. 10100 N. W. 25a' Strut Miami, Fl. 33172 FEB 13 g113 SCOPE: ? 'r This NOA is being issued under the M 1erul s and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Aluminum Outswing glazed Doors w /wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98 -01, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10 -20 -97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6 and 7 for unit sizes Vs lock options, mullion type, sidelites, glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type S -O). Sills (thresholds) types SS -1 & SS -2 are not rated for water infiltration. See thresholds (sills) limitations notes, in sheets 4 & 6 and glass type A 1(muntin) limitations notes, in sheet 6. 4. Narrow stile sidelites are limited to 18" or less. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 11- 1025.02 consists of this page 1 and evidence pages E-1& E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /economy NOA No. 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 11- 1025.02). 2. Drawing No.W98 -01, titled "Series 450 outswing Doors & Sidelites ", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10 -20 -97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file # 11- 1025.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94( +50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w /wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 0080 - 0304 -11 dated 11/28/2011 and HTL - 0080 - 0902 -11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B- 5234.02- 450 -18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL - 97055 (0080 - 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked-up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -01071 (0080- 0402 -02) dated 04/01/2002 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09- 0723.04). Original tests conducted per SFBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. E -1 04411 . LL4AluvAe- Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under file # 11- 1025.02) 1. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under file # 11- 1025.02) 3. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer ", expiring on 01/14/17. 2. Notice of Acceptance No. 08- 1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer ", expiring on 12/11/13. 3. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer ", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises # 11- 1025.02, expiring on November 09, 2016. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal # 10 -0940, dated 11/17/10 approved by BNC. E -2 l4(. /�A#dl.L I haq Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 TYPICAL ILEVATIO\S 6 7/8" 120 -3/4" MAX. FRAME HEIGHT 38 -9/16° 6 7/8" G STEPS TO USE CHARTS SEE SHEETS 6 & 7. 6 7/8° LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 74 -1/2" FRAME WIDTH 11 1/4' H -0 FRAME WIDTH WI �0.LOPG.=- WIDTH 1430 OUT D.L. OPG. 2/6 WIDE WDTH /1 / / / / / / / / / / /. `` \ . . . . . . . 30 -7/8" ACTIVE .` 6 7/8" G STEPS TO USE CHARTS SEE SHEETS 6 & 7. 6 7/8° LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 74 -1/2" FRAME WIDTH 11 1/4' H -0 DDOR /SIDELITE PANEL WIDTH D.L OPG. 2/0 D.L. OPG. 2/6 WIDE WDTH /1 \ \ Vi /%. `` \ 41 -3/4° 30 -7/8" '/ 100 -7/8' 88 -1/2° f/% / / 106 -7/8' 94 -1/2° \\ 7/ . rd . 112 -7/8' ;,`v \ . . , .,`` \' 10 /0 /// / / / / /; ;; / / . \. ``\. INACTIVE ACTIVE \j/ 6 7/8° SS1 MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) 120 -3/4" MAX. FRAME HEIGHT NOMINAL PANEL WIDTH DDOR /SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/9' 2/6 29 -3/4' / /1 \ \ Vi /%. `` \ 41 -3/4° 30 -7/8" '/ 100 -7/8' 88 -1/2° 9/0 106 -7/8' 94 -1/2° 9/6 112 -7/8' 100 -1/2' 10 /0 /// / / / / 106 -1/2° . \. ``\. \.` CN ) / / // / / ACTIVE \1 % INACTIVE MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) 120 -3/4" MAX. FRAME HEIGHT NOMINAL PANEL WIDTH DDOR /SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/9' 2/6 29 -3/4' 18 -7/8' 3/0 35 -3/4' 24 7/8' 3/6 41 -3/4° 30 -7/8" NOMINAL PANEL HEIGHT DODR /SIDELITE PANEL HEIGHT D.L. OPG. HEIGHT 6/8 78 -7/8' 66 -1/2° 7/0 82 -7/8' 70 -1/2' 7/6 88 -7/8° 76 -1/2' 8/0 94 -7/8' 82 -1/2° 8/6 100 -7/8' 88 -1/2° 9/0 106 -7/8' 94 -1/2° 9/6 112 -7/8' 100 -1/2' 10 /0 118 -7/8' 106 -1/2° 113 -1/16" FRAME WIDTH gal HINGES SEE SHEET 1.1 /. / / / // / / /. ■ . . . N. J '/ /. // ACTIVE FRAME HEIGHT = PANEL HEIGHT + 1 -7/8" STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4" Engrc JAVAD AHMAD COOL FLA. PF j 70552 C.A.N l 3538 92012 revisions: E 10.16.06 F 07.10.09 H 1025.11 1 04.23.12 .1 06.29.12 wtth the IPlesfi& Rlid Cade iblpfradell Z/6 A. 1. a - LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) REV. PER BCCO CCPNENTS UPDATED FOR 2007 FBC REV. PER HNC COMMENTS REV. PER PERA COMMENTS NO CHANGE THIS SHEET DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1 of 7 TYPICAL ELIVATIO\S LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) // TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR SIDELITE PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME HEIGHT = PANEL HEIGHT + 1 -7/8" (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4° CGI 3 POINT LOCK 12 10A : COPPER CREEK W/ CGI 3 POINT 10AA : BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 100: DOR -0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 10F : SURFACE MOUNTED LOCK A 0 • ACTIVE INACTIVE HINGE LOCATION 12 RESIDENTIAL HARDWARE REGENT COMMERCIAL 3 POINT LOCK 10A 10AA 10B 10C & IOCC 1OD & 10E 10 F DOOR HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.(+) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 84° 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96 -3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108 -3/4" - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120 -3/4" - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 10A : COPPER CREEK W/ CGI 3 POINT 10AA : BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 100: DOR -0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 10F : SURFACE MOUNTED LOCK A 0 • ACTIVE INACTIVE HINGE LOCATION 12 RESIDENTIAL HARDWARE REGENT COMMERCIAL 3 POINT LOCK COMMERCIAL HARDWARE HINGE LOCATIONS 1 T-i `\1OB / NO. READ. MAX. SPACING UPTO 90 -3/4" %/ i / // 1 I ABOVE 90 -3/4' UPTIJ 120' 4 44 1/2' i . i' . i � I • ``‘ ■ \ . ACTIVE INACTIVE COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING UPTO 90 -3/4" 3 35 1/2" ABOVE 90 -3/4' UPTIJ 120' 4 44 1/2' DOORS WITH 3 HINGES LIMITED TO 100 PSF HARDWARE DESCRIPTION ig OraMO! VergiETI 8 el :28z1-553 W 5 FIXED Engr: JAVAD AHMAD CIVIL FLA. PE 1i 70592 C.A.N. 3538 9.9 ZOIl FIXED CGI DOORS (SEE SHEET 1) LEGEND. -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W98 -01 • CG\ WINDOWS ac 00 FRS 10100 northwest 25 street miomi, florid° 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.1 of 7 BULB VINYL CGI -382 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS .075" INTERLAYER VANCEVA COMPOSITE BY ' SOLUTIA' OR .090° SENTRYGLAS INTERLAYER BY ' DUPONT' 3/16" ANN. GLASS cY BULB VINYL CGI -382 SILICONE GE -1200 DOW 995 DOW 899 .075" INTERLAYER VANCEVA COMPOSITE BY ' SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" HEAT STREN'D GLASS GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8" OR 1/4" TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS GLASS TYPE 'Al 1" OVERALL INSUL. LAM. GLASS SILICONE GE -1200 DOW 995 DOW 899 SIUCONE GE -1200 DOW 995 DOW 899 AIR SPACE CONSISTING OF SPACER; ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. BULB VINYL CGI -382 3/16" ANN. GLASS .090" PVB INTERLAYER SAFLEX 1110 BY ' SOLUTIA' 3/16" HEAT STREN'D GLASS c5 SILICONE GE -1200 DOW 995 DOW 899 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS BULB VINYL C01 -382 1/8° OR 1/4° TEMP. GLASS AIR SPACE 3/16' ANN. GLASS .090° PVB INTERLAYER SAFLEX IIIG BY ' SOLUTIA' 3/16" HEAT STREN'D GLASS GLASS TYPE 'B1' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SIUCONE GE -1200 DOW 995 DOW 899 BULB VINYL CGI -382 .090 ALUMINUM SHEET 1/4" PLYWOOD .090 ALUMINUM SHEET g C. SILICONE GE -1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL BULB VINYL CGI -382 .090 ALUMINUM SHEET 3/4" PLYWOOD .090 ALUMINUM SHEET 1" OVERALL COMPOSITE m IN! 4x_ Engr. JAVA!). AHMAD CIV1l. FLA. PE # 70592 C.A.N. 3538 9 2012 SILICONE GE -1200 DOW 995 DOW 899 PANEL =Eke with the Florid 4011,400te ,./.1C7die illipiratiot *lb GLAZING STOP OPTIONS CGI -375 .050 CGI -504 .080 CGI -515 DOORS AND SIDEUTES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS /ADAPTERS DWG. NO.: W98 -01 • EI WINVDOWS Sc DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.2 of 7 74 1/2" (TESTED SIZE) 4 1/4" 3" 24" MAX. FRAME WIDTH 3" 24" MAX. 4 1/4" 35 -1/2" MAX. PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) — 132.0 PSF GLASS TYPE `A' LOCK OPTION 1 OAA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" 38 9/16" FRAME WIDTH 24" 14-0 MAX. g Engr. JAVAD AHMAD cmL FLA. PE W 70592 C.A.N. 538 / / / / / ACTIVE rlE� t8 0�te+fAs Cadt �a-o 6 n,3 io 10AA DWG. NO.: W98 -01 • CG\ wiNDOWS ac DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors Sc Sidelites dote : 10 -20 -97 sheet 1.3 of 7 N N. rn 24 3/4" / / I I i' 1 \ 32 1/8" / / " cooP 1t D.L / 12 a // 1DAA ./ \ \ \ PANEL HEIGHT 12" MAX. s\\\ 32 1/8" / to rn INACTIVE y ACTIVE 35 -1/2" MAX. PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) — 132.0 PSF GLASS TYPE `A' LOCK OPTION 1 OAA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" 38 9/16" FRAME WIDTH 24" 14-0 MAX. g Engr. JAVAD AHMAD cmL FLA. PE W 70592 C.A.N. 538 / / / / / ACTIVE rlE� t8 0�te+fAs Cadt �a-o 6 n,3 io 10AA DWG. NO.: W98 -01 • CG\ wiNDOWS ac DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors Sc Sidelites dote : 10 -20 -97 sheet 1.3 of 7 74 1/2" (TESTED SIZE) 4 1/4" FRAME WIDTH 3" 3" MAX. MAX. • 4 1/4" 4 1/4" a • g a OD tf▪ 3 N elk 35 -1/2" MAX. 6° 24" PANEL WIDTH DOORS LOAD CAPACITY - PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( —) r3 k 11 74-1/2" 70.0 \ 0 84-1/2" 74-1/2" / / / / // T \ 100 OR — 10E \ \ / / \ )(VERcALR0D CONCEALED \ \ \ At PANEL HEIGHT 12" MAX. — 1-, l // •./ rc / / / / / ACTIVE ACTIVE N a OD tf▪ 3 N elk 35 -1/2" MAX. 6° 24" PANEL WIDTH DOORS LOAD CAPACITY - PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( —) 96-1/2" 74-1/2" 70.0 70.0 84-1/2" 74-1/2" 80.0 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 10D AND 10E 7 1/4° aa■111—.aY 38 9/16" FRAME WIDTH 24" MAX. i w Rg - ;o a) CONCEALED _ VERTICAL ROD CI in / 30 N / / / // ri H 1OR OR \ a 10E \ LC) \ N \ a to rn ACTIVE CVR PANIC HARDWARE APPROVED PANIC HARDWARE FOR DOORS DOR -0 -MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE 0 ifl 7 1/4° 7 1/4" Engr: JAVA() AHMAD CIVIL FLA. PE # 70592 C.A.N. 3539 AO UN 2 9 2012 ammo a�1:Ze:. •O � ac» DWG. NO.: W98 -01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.4 of 7 BILL OF V ATERIALS ITEM 1 2A 2B 2C 3 4 5 6 7 9 10 10 DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 @ CENTER OF PAIRS SPACED 6" O.C. & 24" O.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, © 3" & 7" FROM ENDS & 19 -3/8" O.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL 082410. AA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. B REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. C SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. CC SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. D DOR -0 —MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. E JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. F CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 10 AA 10 10 10 10 1Q 11 12 13 14 17 18 [19 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4 -1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12 -24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4 ") CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE -1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, Sc 540 ALL EXTRUSIONS ARE 6063 —T6. 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063 —T5. 1;511R ONO FA W l. PSONUCT NEVILyAD Engr: JAVAD AHMAD C.NIL FLA. PE # 717592 C.A.N. �ssa Saiiivams 3 DWG. NO.: W98 -01 • EEL wiMDOws ae DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2 of 7 CGI -507 DOOR FRAME HEAD /SILL CGI -5 1 JAMB COVER 4.562 CGI— 509 FRAME JAMB /MULLION CGI -503 NARROW SIDELITE STILE 1 1.916 CGI -502 JAMB /LOCK / SIDELITE STILE .656 CGI -505 ASTRAGAL .075 CGI -500A TOP RAIL 4.522 CG -510 SIDELITE MULLION .075 M- 1.063 -�I .465 CGI— 508 FRAME COVER 1.844 --1 CGI -501 BOTTOM RAIL CGI -540 4.000 SADDLE THRESHOLDS CGI -514 HORIZONTAL MUNTIN 1 gg .639 n CGI -375 CGI -396 Engr: JAVAD AHMAD L FLA. PE CM# 70592 CAN. 538 l4' Its. Ariipisee N• CGI — 504 -� .742 CGI -519 CGI -515 co DWG. NO.: W98 -01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.1 of 7 Bolt Assembly Bolt Housing #10 x 3/4" PH SMS Flushbolt Tip Linkage Assy. Rod Keyed Cylinder /Deadbol Assy. Connection Wheel TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3 —POINT LOCK 1/2" Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 112 #10 x 3/4" PH SMS 8 x 1/2" PH MS Flushbolts (Inactive Panel) 1/2" Bolt Tip Threaded Rod Keyed Cylinder Deadbalt Assembly 0 Actuator Arm REGENT 3 POINT COMMERCIAL LOCK 1/2" as-LT #10 x 3/4" PH SMS Actuator Arm 1/2" Bolt Housing Bolt Tip TOP SECTION SHOWN (BOTTOM SIMILAR) #10 x 3/4" PH SMS #10 x 3/4" FH SMS SURFACE MOUNT SLIDE BOLT WITH BALDW N DEAD BOLT Engr: JAVAD AHMAD CIII11_ 1 g • FLA. PE # 70592 CA.N. 35,38 JU ucrr senzirtodeetith the Noi OWN Surface Mounted Activator DWG. NO.: W98 -01 9 ?1U2 • EI WINDOWS ac COORS 10100 northwest 25 street miami, florid(' 33172 product : Series 450 Outswing Doors at Sidelites dote : 10 -20 -97 sheet 2.2 of 7 #12 x 1 1/2" FH SMS Keeper Top Lock Assembly Bottom Bolt Dar -O -Matic 1690 �5 Bolt Guide �- 1/2° 2 #10 x 1/4" FH MS #10 x 1/4" FH MS Engr JAVAD AHMAD CIA: FLA. PE 1 70592 C.A.N. 538 Jackson 20861 Strike Plate Top Guide w /trip release Top Bolt Bottom Bolt Bolt Guide 41111,41Uci swami) d .. mipmeme me /2 -67ot •a3 mono beam / / /4p4 1 #10 x 1/2" FH MS #10 x 1/2" FH MS DWG. NO.: W98 -01 • CG\ WINDOWS ac DOORS 10100 northwest 25 street miami, florid° 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.3 of 7 1X4 PT WOOD SEE NOTE BELOW SEALANT N EDGE 1/4" DIA. ULTRACON 6" FROM ENDS AND 24" 0.C. ( INTERMEDIAT ANCH (SEE <FEET ) S 1/4" DIA. ULTRACON SEE SHEET 7 3 KS) CONQJ E Pros"'"', w �' 2X4 PT WOOD SEE NOTE BELOW 9 0 .1001 3 2A OPTIONAL INSTALLATION INTO 2X4 PT WOOD SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL TYPICAL ce 0 1— x W OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) TYPICAL #12 SCREWS 3/ END 1/4" DIA. ULTRACON 6" FROM ENDS AND 24" O.C. (INTERMEDIATE ANCHORS) TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON ® 6" FROM ENDS AND 19 -3/8" 0.C. FOR LOADS UPTO 70 PSF 14 -1/2" O.C. FOR LOADS UPTO 110 PSF 12" Q.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) -- 1X4 PT WOOD 509 TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 1/4" DIA. ULTRACON 509 1 -1/4" 250 2X4 2X4 PT WOOD .150 EXTERIOR OPTIONAL INSTALLATION INTO 2X4 PT WOOD NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI MUST BE PROPERLY SECURED AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. NOTE: ALL ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1 /4" MAX. SHIM SPACe § WITHOUT VARIATION IN CAPACITY. a E 8 W..�r- INTERIOR r 502 FRAME WIDTH 8 ACTIVE ASTRAGAL READ. FOR WATER RESISTANT DOORS ONLY —�j 02 16 INACTIVE — .675 I.- EXTERIOR Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 538 UN 2 0 2012 iRevltsro 1 —470 03 1- ji i ..dot 505 A OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 DWG. NO.: W98 -01 • EEL WINDOWS 414 DOORS 10100 northwest 25 street miami, florid° 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 3 of 7 THIS SILL IS NOT RATED FOR WATER ADA SADDLE EXTERIOR SWEEP 502 11 MULLION #1 502 DOOR PANEL WIDTH DOOR FRAME WIDTH 4.8I2 EXTERIOR © SEALANT 1.918 oil SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. DS —O 502 SIDELITE PANEL WIDTH 1X4 PT WOOD SEE NOTE SHEET 3 511 4.562 .150 SIDELITE FRAME WIDTH -4-- -1.844 .125 APE11111, THIS SILL IS NOT RATED FOR WATER RESIDENTIAL SADDLE 4" WIDE SADDLE THRESHOLD 540 1/4" DIA. ULTRACON C9� 6" FROM ENDS & 24" 0.C. 3 SI CONCRETE DGE ' IST. d !i EXTERIOR .750 539 5. i6 art Vg- it .125, a .080 SIDELITE FRAME WIDTH 1/4" SHIM Ogiggs 3 KSI'.ONCR;TE aogg2g 4.1 U. C7= REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr: ,IAVAD AHMAD ernL FLA. PE # 70592 C.A.N. 3538 ItEVILIND i..ith nairkk .125 3.278 1/4" DIA. ULTRACON Q 6" FROM ENDS & 19 -3/8" 0.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 3 DWG. NO.: W98 -01 t atria • EL WINDOWS cse DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 4 of MULLION TYPE 1 WIDE STILE -WIDE STILE 502 VULLION TYPE 2 WIDE STILE - NARROW STILE 502 511 4.812 SEALANT EXTERIOR SIDELITE PANEL WIDTH 511 J .675 4.812 kz- 1.062 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 3 NARROW STILE- NARROW STILE 6 503 .511 6 511 .675 1.918 EXTERIOR SIDELITE PANEL WIDTH EXTERIOR SIDELITE PANEL WIDTH 503 1.918 Y 11 Y J 1.062 SIDELITE PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH WIDTH (w) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr: JAVAD AHMAO CML FL A- PE # 70592 C.A.N. 3539 W U. MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 v, MULL TYPE 3 // .1 / / / / / C // •% \ \ \\ \ \\ \ \ \ // ) •Y r I i i // •Y EXT.( +) INT.( -) ■ INT.( -) PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH WIDTH (w) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr: JAVAD AHMAO CML FL A- PE # 70592 C.A.N. 3539 W U. MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (w) HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 1/6 2/0 2/6 3/0 3/6 6/8 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 1/6 2/0 2/6 3/0 3/6 7/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 7/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 8/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 100.0 104.6 - - - - 1/6 2/0 2/6 3/0 3/6 8/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 100.4 - - 98.9 98.9 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 9/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 104.1 - - 98.1 98.1 70.0 70.0 - - 82.9 82.9 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 100.0 110.0 9/6 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 70.0 70.0 10/0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 59.9 59.9 - - - - MOM' IMEVIMB =rib the tiedik hogiommeig. OS ril&Tralialc; DWG. NO.: W98 -01 • EL WINDOWS do DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidefites dote : 10- 20-97 sheet 5 of 7 sheet 6 of 7 ) PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIDEUTES LIMITED TO 18" OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' 7/18" COMPOSITE PANELS In COMPOSITE PANELS GLASS TYPE 'Al' GLASS TYPES 'B' & 'B1' NOM. PANEL WIDTH NOM. PANEL HEIGHT EXT. (+) INT. (-) EXT. C +) INT. (-> EXT. CO INT. C -) 2/0 2/6 3/0 3/6 6/8 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110,0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/6 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 105.0 105.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 8/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 70.0 70.0 70.0 * 70.0 * - - 2/0 2/6 3/0 3/6 8/6 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 2/0 2/6 3/0 9/0 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 2/0 2/6 3/0 9/6 70.0 70.0 70.0 * 70.0 NO - - 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 2/0 2/6 3/0 10/0 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - LOADS OWN ABO S2 ARE FOR DOORS USING THRESHOLDS T IN ANY CONDITION AND ® & SS2 WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. 0 GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN O 507 \a\ro OUTSWING OUTSWING (SADDLE) RESIDENTIAL (SADDLE) / • / 7/ PANEL WIDTH n Y PANEL WIDTH PANEL WIDTH s cc i NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 PARTIAL COMPOSITE PANEL ❑R GLASS APPLICABLE TO DOOR / SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE' EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE. CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 Afig4WOr UMW BM=wM tlas *seta Millphilbaw --A ?06.03 O 0. Cg a� cg U 0J 8 pcp E O a W • LL LL ZIn= .rd Z 1 at LTAE COMP - ANL \W9$ -01CG C FAX. (305) 593 -6592 J N 0 0 U a) v 0 1) 0 a 0 0 m 0 a ( drawing no. W98 -01 PANEL WIDTH SINGLE DOOR OR SIDELITE 6° DOOR HEIGHT 24° - MULLION ANCHORS AT SIDELITE DOOR HEIGHT MTG. STILE ANCHORS 3" MIN. TYP. 6° Vi'" a{ "^ ANCHOR SPACING t� I I III 1 I 1 I 1 C ♦ MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. "S. / DIMS. ♦) / / / / / / / / / 1/ // \\ NOMINAL \ \ \ ♦\ \ \ \\ // % / \\ / PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT -7 MTG. STILE ANCHORS 7r. / / / / / / / / / /. i ♦ ♦ PANEL WIDTH PANEL WIDTH DOUBLE DOOR 3" MIN. TYP. ANCHOR SPACING 1 ,. -- CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT 000R SEE CHART FOR CAPACITY / / ♦ ♦ ♦ / / 1;! PANEL WIDTH 11_ PANEL WIDTH 11 i PANEL WIDTH PANEL WIDTH MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF DIMS. DESIGN LOAD CAPACTY -PSF TYPE 'B' TYPE 'C' NOMINAL TYPE 'B' & TYPE 'C' AT SS1 SILL TYPE 'C' AT S -0 & SS2 SILL PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 100.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 6/8 105.7 110.0 110.0 110.0 110.0 81.1 110.0 110.0 110.0 110.0 84.5 110.0 110.0 110.0 110.0 68.0 90.7 110.0 110.0 110.0 70.4 93.9 110.0 110.0 110.0 58.6 78.1 110.0 101.3 110.0 60.4 80.5 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 95.6 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.7 110.0 110.0 110.0 110.0 77.2 103.0 110.0 110.0 110.0 80.5 107.4 110.0 110.0 110.0 64.8 86.4 110.0 110.0 110.0 67.1 89.5 110.0 110.0 110.0 55.8 74.4 110.0 96.5 110.0 57.5 76.7 110.0 108.0 110.0 2/0 2/6 3/0 3/6 7/6 89.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 94.0 110.0 110.0 110.0 110.0 72.1 96.2 110.0 110.0 110.0 75.2 100.3 110.0 110.0 110.0 60.5 80.7 110.0 104.6 110.0 62.7 83.6 110.0 110.0 110.0 52.1 69.5 104.3 90.1 110.0 53.7 71.6 107.4 100.9 110.0 2/0 2/6 3/0 3/6 8/0 83.7 111.6 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/0 88.2 110.0 110.0 110.0 110.0 67.7 90.2 110.0 110.0 110.0 70.5 94.1 110.0 110.0 110.0 56.8 75.7 110.0 98.1 110.0 58.8 78.4 110.0 110.0 110.0 48.9 65.2 97.8 84.5 107.8 50.4 67.2 100.8 94.6 110.0 2/0 2/6 3/0 3/6 8/6 78.8 105.1 110.0 110.0 110.0 2/0 2/6 3/0 3/6 9/6 83.0 110.0 110.0 110.0 110.0 63.7 84.9 110.0 110.0 110.0 66.4 88.6 110.0 110.0 110.0 53.5 71.3 106.9 92.4 110.0 55.4 73.8 110.0 103.9 110.0 48.0 61.4 92.1 79.6 101.5 47.4 63.3 94.9 89.1 110.0 2/0 2/6 3/0 9/0 74.5 99.3 110.0 110.0 110.0 2/0 2/6 3/0 9/0 78.5 104.6 110.0 110.0 110.0 60.2 80.3 110.0 104.0 110.0 62.8 83.7 110.0 110.0 110.0 50.5 67.3 110.0 87.3 110.0 52.3 69.7 104.6 98.2 110.0 2/0 2/6 3/0 9/6 70.6 94.1 110.0 110.0 110.0 2/0 2/6 3/0 9/6 74.4 99.1 110.0 110.0 110.0 57.0 76.1 110.0 98.6 110.0 59.5 79.3 110.0 110.0 110.0 47.9 63.8 95.7 82.7 105.6 49.6 66.1 99.1 93.1 110.0 2/0 2/6 3/0 10 /0 67.1 89.4 110.0 110.0 110.0 2/0 2/6 3/0 10 /0 30.7 94.2 110.0 110.0 110.0 54.2 72.3 108.4 93.7 110.0 56.5 75.4 110.0 106.1 110.0 45.5 60.6 91.0 78.6 100.3 47.1 62.8 94.2 88.4 110.0 ANCHORS: TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY EDGE DISTANCES INTO CONCRETE AND MASONRY = 2" MIN. INTO W000 STRUCTURE = 1" MIN. TYPE 'C'- 1/4" DIA. ULTRACON BY 'ELCO' (Fum177 KSI. Fy =155 KSI) DIRECTLY INTO CONCRETE 1 -3/4" MIN. EMBED INTO CONC. EDGE DISTANCES INTO CONCRETE = 2 -1/2" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK em = 2000 PSI MIN. TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD & SILL. -AT HEAD -AT HEAD OR SILL STEPS TO USE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 6. Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 iligailiar IMAM as milk :.so lwi /2 4 0 •p3 . wweati1 [(134" t WINDOWS & w = N F- iss N M M 2 FAX. (305) 593 -6592 En En i) c 0 .N .5 0 a U m a 1 0 C `p7 0 0 1 co 0 0 ti 0 •0 scale: 1/2" = 1" 0 v • C drawing no. W98 -01 sheet 7 of 7 #12 SCREWS 2/ END EXTERIOR HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. (SS2) RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION INTERIOR #12 SCREWS 3/ END PANEL CORNER DETAIL (SO) STD. SILL CORNER DETAIL 2 X 2 X 1/4" ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR INTERIOR (SS1) ADA SILL CORNER DETAIL 2 X 2 X 1/4" ALUM ANGLE # 12 SCREWS 2/ LEG EXTERIOR ViceftiPOCV * MO Code Afigolamme ifs. /2 _0.700,3 ffilv",ZG /L ADA SI INTERIOR MULLION Engr: JAVAD AI{MAD CIVIL FLA. PE # 70592 C.A.N. 3535 0 o 8 s 05 mn op, e~{ 4&O u.zo-rm q 1 M V) otCqj N o z z� ▪ o5 U O 2 0 e. 0 a 1 N .0 w a t4 a :6 tD o Li. 0 x ■ e. c co 0 • II 1 0 a 0 drawing no. W98 -01 (sheet 7.1of 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: C W A II ilk— 8 E. FBC20t'D Permit No.WS" 42 -\ D - 22i Master Permit No. ROOFING City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes Zip: 3313E NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): 5'ta- `S g 2A- k "\ \-'`aa Phone #: 30 --1C`A — 9 at°°\ Address: Ai t OV-- `;k City: 1--)\ \ State: - Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 4- C a k i \ d o 1 ? - . ' S \ Phone #: B s' 2Sti - G (p(° co Address: ie -it S J \Q-9S te— -- City: Ml )■ State: Liz, c pC Zip: 3'5 i'-j Co Qualifier Name: ---1Q' T' Phone #: State riificatron or Regisu-ation #: C C 01 Ce atmate a- Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: %. ° -LM E11" Phone #: ?a G -'9 11'a`A0 4 Square/L l P061 Tc,fr: cit ®New ate air eace .Wor tion CiAlxertion f a,t,�.� ; :r6stEt! Color thru tile: *************************************** ee************* *** **** ******** ***** ** ** **** * ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding _Company's Naine:,(if applicable) Bonding Company's Address City State Zip Mortghge'ILender's Niame (ff applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is. issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign Owner or Agent The foregoing instrument was acknowledged before °mee thi day of , 20 by�� t cl Ct. t) ` who is personally `known o me or who has produced J� ( (! As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Comm mr14.11M1MaUf !Mr! 'MU liaM F` omm. , APPROVED BY Commission # DD 855424 7fgl� Contractor instrument was acknowledged before s'TthiI l ° , 20 12-11y h n U �1 r who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: My Co w ✓f�T a. . 31,E • '��• m es: Commission # DO 855424 Zoning Clerk ?fie Shores Plaza Past Condominium association, Inc. 745 North East 914 Street Miami Shores, FL 33138 305 - 759 -9089 - Voioe/Fax TheSPECAInc omcast.net- E-Maii June 21,2012 Mr. Ramon Baez, Mrs. Sylvia Baez South Florida Impact Windows & Doors 4530 SW 71' Avenue Miami, FL 33155 Re: Open Permits /Notice or Termination Dear Mrs. Baez: The association has repeatedly tried to contact you and your company over the matter of unfinished work concerning the installation of impact windows and doors on our property. As of this writing the following permits related to our contract with you are still open: WS -12 -10 -2190 723 NE 91 Street WS -12 -10 -2191 717 NE 91 Street WS -12 -10 -2192 716 NE 92 Street WS -12 -10 -2193 715 NE 91 Street WS -12 -10 -2194 725 NE 91 Street WS -12 -10 -2210 9160 NE 8 Avenue WS -12 -10 -2211 755 NE 91 Street WS -12 -10 -2212 736 NE 92 Street WS -12 -10 -2213 9140 NE 8 Avenue WS -12 -10 -2214 735 NE 91 Street WS -12 -10 -2215 9120 NE 8 Avenue WS -12 -10 -2231 726 NE 92 Street Since our repeated attempts to contact you have gone unanswered we have no choice but to replace you with another vendor /contractor to finish the job. This letter serves as a Notice of Termination on our part to satisfy the change of vendor requirements of The Miami Shores Village. Should you have any questions, comments or concerns, please feel free to call the Association office at 305 - 759 -9069 or send an E-Mail to SPE123 @att.net Very truly yours, Board of Directors, SPECA cc. File cc. Yudany Fernandez, Esq. 11,1411141111► 11111111111111111 .11111141111111,4111111111111il l O�i —f t— �aU590_�U[t]r, St'STs'..'t'd�ti € :32 02'04210 01 318VNfl 03SS32100‘1 Cy 31€V1i3! I-130 10N 2i3GN35 01. N2i(11321 ZT /SZ /9fl 00 T 30 022 31.XIN BT r OPEC L966 'IUUU U"LrlG nuu� SZp$ET €� W111VW G31311t132_ 31410311001V 0103 `SS38Q0V ryy11138 314130 11.1211d - 311013d013AN3 JO d011V }i3`d011S 30Vd ,155 1 C.C. •W nr-4:00 41L cis 0E-Gb •Doa Ni) I1-- 61 1400 SSI££ .i.Nf1ON13 Z1 •t££� 0Ikidl� 30l.SOd 'S'fl 0001 SWAMIS 791SOd S4191S03.17NI! 8£1£E1H'So4Sl !W 7 S 1s I63 43-1ON S41 virqd lvwfS /G SENDER: COMPLETE THIS SECTION Oomplete items 1, 2, and 3. Also complete Item 4 If Restricted Delivery is desired, $ Print your name and address on the reverse so that We can return the card to you. IS Attach this card to the back of the mailpieoe, or on the front if space permits. } COMPLETE. THIS SECTION ON DELIVERY 1 1. 'Arlioie Addressed to: tom., 13, Received by (Printed Name) 1=7 Agent IJ Addressee ID Pate of Delivery tkk D. Is delivery address different from Item 1? CI Yea if YES, enter delivery address below: El No 8. Setvlce Type CI Certified Mali C] Express Mall �] Refjistered Retum Receipt forMerehand!se C:1 Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) El Yes 2. Article ansferfom { �r'om 7[]09 3410 0001 9987 7760 st PS Form 3811, February 2004 Oorneeklc Return Receipt 102585.02 -M -1540! ECE VED JUL 1 Its Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. wS-t2- o -22A3 Owner's Name (Fee Simple Title Holder): t M QCkV\ T Cos-'bo Phone #: 3(55-1S1 - `(Q co 1 City: MN-AA State : (1:' 0 \ Zip Code: 33 ‘'.0'B Job Address (Of where work is being done): G t ° 414-- City: Miami Shores State: Florida Zip Code: S31 Contractor's Company Name: 14- Cot.-\P--k- o R.. S lot, Phone #: 36C--2-51P- (-°(' (0id Address: e t �w k 2`\ —1C- City: k- - i State: -r'< Zip Code: � I-1 Ca Qualifier's Name : 364c T D Lic. Number:. Owners.Address: °145- NE- `\\ Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describes Work: G c)o I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signat Contractor or Architect trument was aknowledged before 20 by rvn or who has produced as indentification. Signat owner or Agent The foregoing instrument was aknowlleddge /df before me I T this fl day o �l 202-,by 11 .E lC)S T�` 4116 is Who is personally known to me or who has produced 1+1 (e-1 t L)''( 'S—C) s den cation. Notary P b : Sig Seal: ja"" 4,41, MARIA M. SOUS � ° 1 Notary Public - State of Florida y ,,��.,, My Comm. Expires May 17, 2013 "4,� 4 ", ,, Commission # OD 855424 Notary Publ'c: Sign: Seal: „,„ $, ig4Y P • MARIA M. SOUS Notary Public • State of Florida .4 My Comm. Expires May 17, 2013 '•.._ �. «dt.•� Commission #t DD 855424 ?he Shores PCaza East Condominium association, Inc. September 13, 2011 Norman Bruhn (CBO) Building Director Miami Shores Building Dept. 10050 NE 2nd Ave Miami Shores, FL 33138 745 North East 914 Street Miami Shores, FL 33138 308.789 -9069 - Voice/Fax TheSPFCAlnc @comcast.net - E-Mail If 677 SEP 1 9 2011 Re: Permits Number: WS -12 -10 -2211, WS -12 -10 -2213, WS-12-10-2210, WS -12 -10 -2212 WS 12 -10 -2231 For Addresses: 755 NE 91 Street, 9140 NE 8 Ave, 9160 NE 8 Ave, 736 NE 92 Street, 726 NE 92 Street, Miami Shores, FL 33138 Permit Type: Windows/Shutters Expiration Date: 9/18/2011, 9/19/2011, 9/20/2011, 9/24/2011, 9/25/2011 Dear Mr Bruhn, We are aware that the above referenced permit is about to expire. We have been unable to make any contact with Sylvia Baez of South Florida Impact Windows and Doors for some time now. Our last attempted Contact was through our attomey on July 21, 2011. Our attorney has instructed us to go to small claims court over this issue. Based on the current situation The Board of Directors respectfully requests that the Village grant us an extension of the above referenced permit so that we may resolve this matter by obtaining another contractor to finish the job should things not work out with South Florida Impact Windows and Doors. Cordially, The Board of Directors Shores Plaza East Condominium iami, Florida 331! 547 -9401 esuarez@asuarezeng.com w' .suarezeng. January 24, 2010 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 Tel: (305) 795 -2204 RE: Permit #12 -10 -2214 735 NE 91st Street Miami Shores, Florida 33138 Dear Mr. Inspector: This letter is to confirm that hydraulic cement is ideal for use when filling the gap between an existing concrete precast sill /buck and the remaining space adjacent to the new window. This product for the following application is acceptable and I have no exception with its use when handled in accordance with the manufacturer's recommendation. Sincerely, Eduardo A. Suarez, 1E License PE64759 Miami Shores Village M U M B W 3 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleho der Dfe-5? Address: 745 RE qt._ Swe °' - City: MIAMI �t'10 rE' Cj� State: Pk- Zip: ('8 Permit No. In1S- t .- 10- Z Z 13 Master Permit No. PJTU®NC10 Phone# © 73 1% jq Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 91,40 t E j4v* 1tM . it H" City: Miami Shores County: , Miami Dade Zip: ,.' s Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: a- el- U■ one #: 3 ;fie ‘ F CONTRACTOR: Company Name: Address: Litt, CO S1.13 �I City: State: Zip: Qualifier Name: Phone #: State Certification or R gistration #: SOC-- 13 °L�i IA Certificate of Competency #: Contact Phone #: (9 (Q ACCIZC Email Address: DESIGNER: Architect/Engineer: l Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddress !% Iteration ON Description of Work: c I i Lovve- ° ORepair/Replace ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: 14*****, r ***+** ********** ************ ** *Fees *,r**+ +******+****+*** *,r*********+****+****** Submittal Fee $ Permit Fee $ � CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ g TOTAL FEE NOW DUE $ 110k, lz Bonding Company's Name (if applicable) " Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement mus 'se posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature IL9-1k4( Owner or Agent The for Bing instr nfient was a day of i�" , 2010 , by who is personally known to me or who has produced Sign: Print: My Commission Expires: As identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co mission DD 687047 Expires August 8, 2011 ✓ ;,V Bonded Thru Troy Fain Insurance 800-385-7019 9c** 9r9rAr9roYoY& oYoY�1roY& �1roYoYnirdrie�Yok* �YnFk* �Y��Y: P9e4r4r�, q** t9nk4e9t�Y�Y9r9r4r9r4r�k9r9e9r�k9e9e�Y & & * & *:t�Y+F *aFaYaY oY�Y�Y k: P�Yt** �Y�Y9e�Y9e�Y *�k�Y�Y�Y #�Y4r�k�Y9r9t *�Y�Y 4nk4r�Y *�Yt�Y i, to APPROVED BY '7» lam. Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) MIAMWDAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Bung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then . it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Y1 L -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 Manuel Pe Product Control NOA No. 07. 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05-1018.01) E -2 Manuel Pe Product Control 5+� i er NOA No. 07 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 141'L -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 #11, i uel ' P.E. Product Contr . I + r NOA No.. w 1.22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7116" LAMI CONSISTING OF (2) LITES OF 3/18° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 718° LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB. F. 7/18° LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/18" LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI 10: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516' LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K 13/16" LAMI 10: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) IJTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13/18° LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/16" LAMI 10: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) g. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. g. REFERENCES: TEST REPORTS FTL- 4845, FTL4848, FTL-4847, FTL -4648, FTL -4649, FTL -4850, FTL- 4851, FTL -4723. FTL-4957, FTL -4958 AND FTL -5083. ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY A. HURRICANE ZONE (HVHZ ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 ROW Br flak FJC bate 11/1306 Ressdlir ars FJC 1114/06 omn$r. O�Oc F.K arm A *wad Se CHANGE NOTES 387. ADD NOTE IL TO NOTE 4. G14ZINGOPTTONS ADD FR-4723 TO NOTE T. Ddre J.J. 2123107 ADD GLASS TYPE M 10F0 'TECHNOLOGY DRIVE NOKOd6, F 34178 P.O. 131;x 1829 NOKOMW. R.34274 PG" V /b1Y Better GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT tioftalaskt 3N700 NTS ee.c 1 d 11 o.ww4040- 0 /77," r47 Robert I_ auk, P.E. PE 939712 StrocNral tr1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/18" NOM. 5/16" LAMINATED GLASS 06,87,88 or 9) 1!2' NOM. GLASS BITE ® NOTE: LAMI 10 OUTBOARD LITES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. GJ EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER �— 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/16' LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS® 13/16' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI +— 3/16" ANNEALED OR HEAT STRENGTHENED GLASS — .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13!16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI ObradBr Rapider FJC Dar 11/1315 Iteetsbole B tiondl* FJC Deft 1n4/19 Rodskac A ADD DEW 92 TO&16LAMILO GLASS AKA) &LAM!MONOTE NO CHANGE THIS SHEET aama,: FJC Dela 8/105 a"dmA J.J. man 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. SQX1618 NOKOMIS, FL34274 1:2! �T V thb Bemer GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT WOW SwIc FLIP awe 2 d 11 Asgpka 4040 -20 Robert L Clark, P.E. PE M I9112 Skudut"I 111 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION ® TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 63" 66" 68" 70" 72" 74" 76" 48" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 62" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 53118" A,B,M ® +80.0 -80.0 +80.0 -80.0 +79.6 79.8 +78.2 -78.2 +76.9 78.9 +75.4 -75.4 +74.0 -74.0 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP-TO-11P FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 518" 63" 72" 74" 76" 48" A,B,M J +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,M1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 78.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.8 531/8" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +66.0 -88.0 +68.7 .68.7 +65.5 -65.5 UP TO 631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTIONA BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3 WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) 531/8" D,E,F,J,K,L 17 1/8" I 2211/16" D.0 j -80.0 +80.0 -80. 28 3116" 33 3/4" 39 5/16" 4413/16" 50 3/8" 6515/16" +8 -80.0 +80.0 -80.0 +80.0 1 -80.0 +70.0 I -70.0 +70.0 J -70.0 +70.0 I -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1 /8"A,.090,1 /8"A) F11- 4847, 4648, 4723, 4957 B. 5/16" LAMI - (1/rA,.090,1 /8"HS) FIL-4647, 4648 C. 5/16" LAMI - (1 /8"HS,.090,1 /8"HS) FTL-4647, 4648 D. 7/16" LAMI - (3/16"A,.090, 3/16 "A) F714645, 4885 E. 7/16" LAMI - (3/16"A,.090, 3/16"HS) F1L4845 F. 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL4645 G. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) FTL4648, 4723 H. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4646 L 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16' LAM1- (1 /8"HS,.090,1 /8 "HS) FTL4646 J. 13/16" LAMI IG - 1 /8"HS, AIR SPACE, 7/16° LAMI - (3/16"A,.090, 3/16°A) FTL4649, 4650 K. 13/16" LAMI IG - 1 /8 "HS, AIR SPACE, 7 /16" LAMI - (3116"A,.090, 3/18 "HS) F114849, 4850, 4958 L 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16118,.090, 3/161FIS) FTL4849, 4650 M. 13/16' LAMI 15 - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8 "A), FTL -5063 MEETING RAIL °X' I MEETING RAIL W HT. "O" MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP- TO-11P FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8' MINIMUM TO 38' MAXIMUM.A, MINUS. SASH HT SH PP/DUCTREVVED e. ceetlbis{ vide die Fiedi. Wag Cede Ampa eee N. lezpindisa f 7 {;7'f .ob 2:0// Rowdily; FJC raw &A FJC wa arz 11113/08 Ask 1AT4!05 Rodeirec 8 UPDATE TOASTME MOM REMOVE STD VIEW SASH HTREF, TABLE 2. REI4SED CUSTOM FORMAT DP8 ADD INT. FIN. UPDATE 7EST18. obokag A ADD FTL-4728TO GLASS TYPES AAND G. Dian4: FJC BATS gib. J.L 2/23/07 1010 TECHNOLOGY ORME NOKOMIS, FL 34276 P.O. SOX 1676 NOKOMIS. FL 34274 PGT Visibly Bever DESIGN PRESSURES 111. ALUM. SINGLE HUNG WINDOW, IMPACT cause 51000 3 a 11 4040 -20 Roe B Robert L Cleric, P.E. PE 539712 Structural SE T4 SE T� (h F1 E DLO 18LE L DETAIL 631/8" MAX. FLA I 49 6/8" MAX. FIXED 0100a) 621/8° MAX. I.F. D--, O j 1 75' I.F. D ....1 HEI MAX c ®M FLAN( HEI 41 DLO mu ) L X % 38 MAX. SASH HEI /16° HT 41 1/4" 40 7/8" D 48114" MAX. —.F ni n /Ae ■ % -i• 52 11/16" SEE DLO TABLE 1 SEE DLO TABLE DETAIL A 1/1 8 O j78° DETAIL 75' I.F. HEI MAX. HT FLAN HEI X j A SASH HEIGHT 343/16" B DETAIL D VIEW (CUSTOM SASH) GED WIDTHA DTH kma ED GED HT DETAIL B VIEW (STANDARD SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES:, 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 343/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 34 12" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 271/8" D 163/8" 153/4" E 16 3/8" 15 3/4° TABLE 5. PRODUCT REVISED esaem awl161keRIND Balkan Cade Acceptance 0 06 . 2011 F.K FJC F.K. Dam ay: B A ADO INTEGRAL FIN (I.F.) VERSION, CHG. NO7E3. ADO NOTE 4. NO CHANGE THIS SHEET m.d.eel JJ. � T 19191ECF9440LOGY DRIVE NOKCl2S, FL 342M P.O. BOX 1E29 NOKOMIS, FL34274 PST ELEVATIONS Taw ALUM. SINGLE HUNG WINDOW, IMPACT arkolbat NOW tildg NTS are arrow 4 d 11 I 4040 -20 18 .5//5 Robert L. Clark. RE. PE 639712 Structural 2.784' INSIDE MAX. FIXED LITE DAYLIGHT OPENING (C3UTSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERUNE OR OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED A BASED ON SASH WEIGHT 9,10,11,15,1) 2.710" MAX. FIXED LITE DAYUGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS A INSIDE\ MAX. MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING HIGH SILL LOW SILL HEAD 2.330° (LOW SILL) SEE NOTE ABOVE 2.948° (HIGH SILL) SECTION B-B (LOW SILL SHOWN) ULTRALIFT ONLY ALTERNATE HIGH SILL ULTRALIFT ONLY 2.710° ®I.F. FRAME q I OUTSIDE I o 0 0 SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) wadi: F.K Dole 1H73tl9 AODIF. SECT107498 GONSOIJDATESAL COMPONENTS wadldr FJG Daft 1f24M9 a A NO CHANGE DOS SHEET baodae FAG oft 9/1RIB arcked* J.J. Dike 2/29/07 IMO 'TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1628 NOKOMIS, FL 34214 Pe, r ViNbLy Bluer SECTIONS 770e ALUM. SINGLE HUNG WINDOW, IMPACT SH700 lore Isisrb l felt I S d 11 Pismo pia 4040 -20 B Robert L Clark, P.E. PE 989712 Structural ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 8 4004 FLANGE FRAME JAMS 812227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR918 11 C. GLASS, 5/16" LAM, (1/8"HS,.090 PV6,1/8"HS) #8 X.750 PH. PN. SMS 7834M 12 E. GLASS, 7/16" LAM, (1/8"A.090 PVB,1/8"HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1088 SASH TOP GUIDE 42504 15 I. GLASS, 13/16" LAM iG ;1B"HS, AR SPACE, 5/16" LAM, (1B"HS,.090 PVB,1 /8"HS) #8 X1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080 -1 BALANCE COVER, 11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 84054C 23 4008C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X 270 BACK, FN SEAL 67S16G 26 1098 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 812230 30 1226 WSTP., BULB VINYL 6113249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1822 LAM SETTING BLOCK 3/32" X25/64" X 1" 71622K 36 1052 LAMIG SETTING BLOCK 1 "X3/4 "X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 8TP248K 41 4039B GLAZING BEAD, 5/18 LAM GLASS. 64039B 42 40448 GLAZING BEAD, 5 /16 LAM W/GRILL KIT 844703 44 4222A GLAZING BEAD, 7/16" LAM 64222 45 985C GLAZING BEAD, 7 /16" LAM W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/18" LAM I.G. 64087 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 84074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY WIRINGS 71630 57 1831 SCREEN CORNER KEY IMOUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1824 SCREEN SPLINE - .135 DIA FOAM 618241( MerdOS aM" R IB NM FX 11/1306 wow Iar FX 1/24/08 Redidos RINIUm ADD I.F. PR4ME ITEMS 47, 48, 49 AND 80. UPGRADE HEM 21. ADD IT6N 92 CHO. DESCRIPTION ITEASR 7,9 813 Row* !Mc FX 9r1/05 MIAs A andaaar J,6 NO CHANGE THIS SHEET Mix 2123.07 A 1070 TECHNOLOGY DRIVE WOMB. Fl. 84275 P.O. BOX 1525 NOKOMIB, FL34274 ITEM DWG# DESCRIPTION PGT# 60 1635 SCREEN SPLINE -.135 DIA HARD 616351( 61 SCREEN CLOTH 61816 83 505 GLAZING CHANNEL (.688 X.500) 8533402 64 1181 #6 X1.000 PH. BUGLE TEK 708X1 67 GLAZING TAPE, 1/18 X1/2 - 7/16 LAM 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5116" LAM, (118 A,.090 PVB,1BA) 81 B. GLASS, 5/18" LAM, (1/8 A,.090 PV6,1/894S) 82 C. GLASS, 5/16" LAM, (1/8"HS,.090 PV6,1/8"HS) 83 D. GLASS, 7 /16" LAM, (1)8"A.090 PVB,1/8"A) 84 E. GLASS, 7/16" LAM, (1/8"A.090 PVB,1/8"HS) 85 F. GLASS, 7/16" LAM, (1 /8"HS,.090 PV8,1 /8"HS) 86 G. GLASS, 13/18" LAW 1G ;1B"HS, AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8"A) 87 H. GLASS, 13/18" LAM IG;1/8118, AR SPACE, 5/18" LAW, (1/",.090 PVB,1 /8"HS) 88 I. GLASS, 13/16" LAM iG ;1B"HS, AR SPACE, 5/16" LAM, (1B"HS,.090 PVB,1 /8"HS) 89 J. GLASS. 13/16' LAM IG;1B"HS, AIR SPACE, 7/16" LAM, (3/16 "A.090 PVB,3 /16"A) 90 K. GLASS, 13/16" LAM ,3;1 /811S, AIR SPACE, 7 /18" LAM, (3 /16 "A,.090 PVB,3/16"HS) 91 L GLASS, 13/16" LAM 10; 1/8"HS, AR SPACE, 7 /16" LAM, (3/16948,.090 PVB,3 /181.35) 92 M GLASS, 13/16" LAM 10;1B"A AIR SPACE, 5/18" LAM, (1/8"A 090 PVB,1B A 2784 1 0 47 FRAME, I.F. HEAD ® #4071A, 6063-T8 FRAME, .F. LOW SILL #4072A. 6083 -T8 PRODUCTREVIBED aecompJplvawft tie RY10a Itaidka anceeNNs •,, -2 O Dat 1:77.77 2A11 / ... • FRAME, I.F. JAMB 49 FRAME, .F. HIGH SILL A #40748, 6063 -T6 #4073A, 8083-113 (USED AS RADIUS TOP HEAD) Pq1" Vtdl $ Bemef PARTS LIST aec ALUM. SINGLE HUNG WINDOW, IMPACT MeaMmiet SHAW Seek "ITS asp n'""" B a 11 I 4040 -20 B Robert L Clark P.E. PE 4139712 Sbugtoal 1+- 2.784 1.383 .082 C31 FLANGE FRAME HEAD #4002A. 6083-T6 .062 1.749 —► 2.710 10 FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) 1.342 165 21 FIXED MEETING RAIL #4054A,6063HD -T6® 0 FLANGE FRAME SILL (Low) #4003C,6063 -T8 H'062 it.49 OSASH STOP #4025, 6083 -T5 r -2279 1.707 H-1.513_, x.738 040 0 1T! 17 SASH STOP COVER #4053,6063 -T5 I.F. FRAME SEALANT ALONG ENTIRE JOINT SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D-D VIEW E -E {1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4008C, 8083HS -T8 #4007, 8063 -T5 3.448 I -�2.7M 69 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 68 SASH BOTTOM RAIL (HIGH) #4051A,6083 -T5 -� 1.165 1.086 41 GLAZING BEAD, 5/16" #4039B, 6063-T5 31 SASH SIDE RAIL #4008, 6063-T5 050 .578 O GLAZING BEAD 7/16" #4222, 6063 -T5 1.115 1 ►{� O GLAZING BEAD, 7/16" #985C,8063 -T6 (USED W/ GRILL KIT) .878 .050 1.0987 GLAZING BEAD 5/16" #4044B, 6083-T5 (USED W/ GRILL KIT) -1.097 GLAZING BEAD, 13/16" IG #4067, 6083 -T5 Rmal arc R.sua: R.mA: RK as 11113106 Nasaor S aF FA asset urn FJC 9/•75 Dols 1/24/08 Re llda A UPDATE FRAME CORAEi ASSEMBLY 7O tNCLUDEI.F AND UPGRADE ITEM 21 ALLOY. C(aa`7aF J.J. NO CHANGE THIS SHEk7 2/23 1070 TECHNOLOGY DRIVE NORMS. FL 342/6 P.O. BQX 1328 NOK MIS, FL 34274 PST Vttlbly Better EXTRUSIONS & FRAME CORNER DETAIL 7— ALUM. SINGLE HUNG WINDOW, IMPACT ar"am" SH700 Bole Half gieret a"r"ia a," 4°4°4° 8 Robert L Clark P.E. PE #39712 Structural ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE �. FOR 111 FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 28.803 34.603 40.603 46.603 52.603 58.603 64.603 76.000 o tN 0 0 N Z•- � 0 Z 0 o M csi O 0 N Z 0 0 �Z 0 D N ^ 0 N O`-Z 0 0 0 0 N 0 3 0 N Z 0 0 ' -Z 0 0 `, O 3 0 N Z 0 0 �Z 0 0 cN O 3 0 N Z 0 Z �O0i 0 .1 D 0 U N O 0 U .- ON 0 ,7 D 0 O N O 0 Z O 0 WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1.2 1 1. 1 1 1 1 1 1 2 1 1 1 1 1,2 1 2; 2 1 1! 2 1 2.2 1 2 2 1 2.2 1 2 2 1 2.2 1 2 2 1 2 2 1 2.2 1 2.2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 3,3 ABM 1 12111. 1 1 1121; 1 1 11222122222222222222222222222222 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .2232233 1 1 1 24.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1;12 1 1 1.2 1.2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2' 2 1 2 2 1 2 3 1 2 2 1 2 2 1 2; 3 1 2 2 1 2 3 1 3 3 1 2.2 1 3:3 A B,M 1 121112121: 1 1 1 1 212221222222222222222232222232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 :22333223:3 1 1 1 1 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 2 1 2 2 1 1 2 3 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2.3 2 3:3 1 2' 2 1 3 3 2 3 4 1 3 2 1 3 3 2 3 4 1 3 3 1 4 4 A B,M 1 1 2 1 1 2 1 2 2 1 1 2 3 1.2 1 2.2 1 2 3 1 1,2 1 2 3 1 2 3 1 2 2 1 2 3 1 2;3 1 2 2 1 2'3 1 3 3 1 2 2 1 33 1 3 4 1 32 1 3 3 1 3 4 1 3 3 1 4 4 37.000 C,D,E,F,G, H,I,J,K,L 1 2, 2 1 1 2 1 2 2 1 1 2 3 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3, 3 2 3 4 1 3 3 2 3 4 2 3 5 1 3 3 2 4 4 AB,M 1 2212222. 1 1 1 1 31223232.22. 1 2 1 1 32322232 2 1 2 2 ;32323342333343334353344 1 2 2 1 2 2 1 2 2 1 2 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 1 2 2 2.2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 • 3 2 3 4 2 4 5 2 3 3 2 4 4 212 A SA 2 2 1 2 2 2 2 2 2,3 2 2,2'2 2 3 2 2.3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3'3 2 3.4 2 2,3 2 3 4 2 3 5 2 3,3 2 3 4 2 4 5 2 3 3 2 4 4 212 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2:3 2 2,3 2 2 2 2 313 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 314 2 3 5 2 3,3 2 3 4 2 4 5 2 3 4 2 4.5 212 AB,M 2 2 2 2 2 2 2 2 2 3 2 2 2 2 23 2 2 3 2 2 2 2 3 3 2 2.4 2 23 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 314 2 3 5 2 3,3 2 3 4 2 4.5 2 3 4 2 4 5 212 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 . 2 2 2 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 . 3 2 3 4 3 3;5 2 3, 3 2 4 5 3 4 6 2 3, 4 2 5 5 --2 Ti 2 2 AB,M 2 2 2 2 2,3 2 2.2 2 2.3 2 3.4 2 2.3 2 33 2 3:4'2 2 3 2 3 4 2 3 4 2 2.3 2 3.4 2 3 5 2 3 3 2 3 :4 3 3 5 2 3 3 2 4 5 3 4 6 2 3 4 2 5 5 -2-12-2,2 212 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2T 2 2 2 2 2 2 2 2 2 2 3 2 3.4 2 2.3 2 3;4 2 3 4 2 2,3 2 3 4 3 3 4 2 3 :3 2 3 4 3 3 5 2 3, 3 2 4 4 3 4 6 2 3 4 3 4 5 3 4 6 2 3 4 3 5 6 212 2 3 AB,M 2 2 2 2 2 2 2 2:2 2 2 3 2 3 :4 2 2 3 2 3:4 2 3 4 2 2 3 2 3 4 3 314 2 3:3 2 3,4 3 3:5 2 313 2 4.4 3 4,5 2 2 3,3;4.5 3 4 ;8 2 3,4 3 4 :5 2 2 2 2 2 3 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 - 1/4* ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 yr MAX. FROM TOP CORNERS JAMBS -1712' MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REOUIRED ® 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4.ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOW. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 Ode rmeea: Drs ewecz REWSE ANCHORAGE TABLE AND NOTE& FJC 111i926 B ADD DPM.4 X WHERE ANCHOR UTY ISRESTRICiEDBYS12E. Raeder bwe aweez FJC 12426 A NO CHANGE THE SHEET wseeg aft ambit [Me 1 FJC 72625 J.J. 229,07 1070 TECHNOLOGY DRIVE NOKOMS, FL 34278 P.O. EQX 1e29 NOId7MIB, PI.34274 Pc �T ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT ae,reme IRAs maw NTS I 8 d 11 12.*GYn4040 -20 Robert L Clerk, P.5. PE 539712 Structural ANCHOR SUBSTRATE:` ANCHORTYPE QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 8. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 -Z -❑ 0 0 ❑ 0 0 ❑ 0 0 ❑ 0 0 O 0 0 ❑ 0 0 ❑ 0 U❑ 0 0 WINDOW WIDTH GLASS TYPE cs ONO' > 0 z<1.0 cl 0 04 Z'-ONONOPON0NO 0 0 S 0 0 0 ,_ON0No0 0 0 0 c 0NO'ONON0''0 0 0 zr 0 0 0NO`"O 7 0 0 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 1 1 1 1 1 1 2 2 2 1 2.2 2 2 2 1 2.2 2 2 212 2-2 2.2 2:, 2 2:2 2.2 2 2 2 2 3, 2 2 2 3 2 3 2 2 2 3.2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 1 2 :2 2 2 2 1 2 , 2 2 , 2 2.2 2:2 2 , 2 2.2 2 2 2 , 2 212 2 ' 2 3;2 2 2 3.2 3 2 2,2 3 2 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 1 1 1 1 1 1 1 2 2 1 1 2.2 2,2 2 : 2 2 2 2.2 2 2 2 2 2 , 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11111112211222. 2222, 22222222 '22232322,2.3.2322,23'232223,2 PSF 88 77 C, D, E, F, G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 111 1 • 1 111 2,2 2 2 2.2 2 3 2.2 2.2 3 3 2 2 3.3 3 3 3 2 3;3 3 3 2 2 3 3 4 3 32 4 3 4 3 3 2 4 3 A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1111111-12222222; 322223322 .3333323.33322334332434,33243 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 7 . 0 0 0 H,I,J,K,L 111 1 1 1 1 1 212 2 2'2 3 . 2 A B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 11111112' 2222. 2232223332233333343333233433243443243 PSF 54 79 82 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 111 1] 1 1 j1 2j2 2 2 2,2 2 3 2 2 3 3 3 3 2 2 3 3 4.3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5.3 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 111 212 2 2 2:2 2.3 2'2 3 3 3 3 2 2 3-3 4 3 3 :3 4 3 3 3 3.3 4.3 4 4 3.3 4,3 4:4 3 3 5 3 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44000 HJ,J,K,L 111 111 11-1 212 2 2 212 3.3 2 2 3 3 3'4 2 3 3 3 4.4 3:3 4'3 4,4 3 3 4 3 4 4 3 3 4'3 4 4 3 3 54 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1- 1 212 2.2 212 3 1 3 2 2 3 3 3 4 2 , 3 3 3 4 . 4 3 : 3 4 3 4 4 3 3 4 3 4 . 4 3 ' 3 4 : 3 4 4 3 3 511 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 1 1 1 1 1 1 111 212 2 ' 2 2 2 313 2 2 3 3 3 4 3 3 3 3 4 , 4 3 3 4 4 4 4 3 : 3 4 , 4 4 . 4 4 3 5 4 4 4 4 3 5 . 4 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111 111 111 212 2:2 212-313 212 3 3 314 3 3 3 3 414 3-3 414 4 4 313 4.4 4,4 4 3 5 4 4.4 4.3 5 :4 PSF 41 67 48 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3. 3 2 3 3 2 3 3 2 3 53.125 H,I,J,K,L 111 11-1 1 1 1 2 1 2 2.2 212 313 3 3 3 3 4 4 3 , 3 4 4 4 4 3 . 3 4 4 4 4 3 3 4 : 4 5 5 4 3 5 4 5 5 4 3 5 , 4 ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 111 111 111 212 2,2212'313 3.3 313 44 3:3 4.4 4:4 3 3 4.4 4;4 3 3 4,4 5;4 4 3 5;4 54 4.3 5:4 RanDr FJC FJC o. MINE ANCHORAGE TABLE AND NOTES. 1070 TECHNOLOGY DRIVE 1f/13W B ADD OP MX WHERE ANCHOR QTYIS RESTFUC7ED BYE NOKOMIS, FL 34278 or 1/2456 FbN/a J.J. A NO CHANGE THIS SHEET FJC ChogulBjc 2/7.387 P.O. Fi�4 Pc �T ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2-1/4" ELCO SS4 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2° MAX. FROM TOP CORNERS JAMBS - 171/2° MAX FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS 6° MAX BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP UNITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) • HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Sesallakt SR700 Book NTS 9 s 11 osav+e 4040 -20 B ne,17/-- L Cork. P.E. PE 039712 Structunal ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTITIES �� GLASSN0No TYPE ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.888 28211 33.754 39.296 44.839 50.382 55.925 0 0 0 0 oc1,0cm6 0 0 0 0 0 -Oci 0 0 0 "i O_ 0 0 ONoNO 0 0 0 0 0 —ON,NO— 0 0 0 0 U pc3ONO.- 0 0 0 0 0 ON0NO— 0 0 v 0 v ON(o'O 0 0 0 0 0 —O 0 WINDOW WIDTH 19.126 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, KL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32 000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 2 1 2 2 2 2 3 2 3 3 2 3 37.000 0,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 79 79 2 79 79 2 2 1 3 4 1 3 1 3 4 1 3 1 4 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 1 3 1 4 5 1 3 1 5 K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K.L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 6 5 4 5 6 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 PSF 71 79 63 71 79 64 74 666 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K.L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 8 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES SUBSTRATE ANCHOR TYPES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.778 31.106 o ri0 a L1 N Z.ZmO O 0 O a N 0 N Z 0 ,.. Z O-f 0 0 p1 0 NZ O`- 0 0 ZN cg 0 c3g 3 N 0 0 Z `�ON 0 0 i+l O N v� UOa 0 0 M 0 N Z O 0 0 � Z cg 0 M O t3 0 NZr.Zt+� O 0 L� Oa 0 0 U NZ�Z cg r� O 0 WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 21212 2 2 2 3 1 2 1 3 312 1 3 313 1 3 413 1 3 4 1 3 1 4 41314 44.000 2 212 2 2 2 3 213 31313 41313 41314 51314 5 1 314 4 8 . 0 0 0 2 72 3 2 2 1 2 2 2 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 51314 51314 53.125 73 52 �2 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - 912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD - 1811? MAX. FROM CORNERS JAMBS -171/? MAX. FROM TOP CORNERS 11 lir MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 6/8" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP MUTED) HEAD JANE ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAL 112 2 2 4 A TABLE 8. KEY: MAX PSF (DP LIMTED) 112 JAMS BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 2 FJC Ods 11H318 arm Rodskore 8 REMSE ANCHORAGE ADD DP MAX WHEW TRIC7t8 AE8 BYSGE. •Ito FJC Aix A NO CHANGE THIS SHEET Pain nift 712 thoakeditx J.J. ID`c 1123107 10701ECHN 7LOOYORME NOIWIIS, FL 342/5 P.O. KM 1928 NOKOMIS. FL 94274 Pc GT B ANCHORAGE SPACING, CUSTOM VIEW Ter ALUM. SINGLE HUNG WINDOW IMPACT INTO I Male NTS 10 er11 4040-20 B L deck, P.E. PE P39712 Shudiaai EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE 1 (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) • OPTIONAL 1x • WOOD BUCK (SEE NOTE 4) a7: FJL 1/4° MAX. SHIM Ors + 1318" MIN., 1/4" TAPCON® 1.3/4" MIN., 114" CRETE -FLEX 1/4' j MAX. SHIM A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 1/4' SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR (SEE NOTE 2 & 3)A 1/4' SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1 " INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' MIN. ® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE , ;. OR 1.5 KSI MIN. CMU A Ix BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 114" MAX. SHIM 1/4' MAX. SHIM 3/8' MIN. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T6 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPUCATIONS. FOR INTEGRAL FIN MULLED APPUCATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)® .131" DIA. MIN. x 212° NAIL AT CORNERS AND 5" O.C. Rerateltas WOOD FRAME 1/4" J j MAX. SHIM DETAIL F, (HEAD) .131' DIA. MIN. x 212° NAIL, AT CORNERS AND 5"O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131' DIA. MIN. x 212" NAIL, AT CORNERS AND 5° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1/4" FmAx SHIM DETAIL G, (SILL) WOOD FRAME axr 11/13108 fingstar box 1/24/08 wSA1S A meaex J.J. ADD INTEGRAL RN ANCHORAGE UPDATE &4ENE fRDE NOYES. 7. ADD NO7E8 UPDATE CONCRETE ADD NOTE 8RE RAT H AD ANCHORS. I 1070 TECHNOLOGY MINE NOKOMIS, FL 30275 P.O. DQx 1529 NOKOMIS, FL 34274 PGT ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT &H/OD 11 d 11 4040-20 f B L Clerk, P.E. PE #39712 Shuts/al BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.eov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. - FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- ..• No. FTL 3587 dated 10/8/02, signed and sealed by Jo. e.h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0 ; .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours,& Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12 /11 /10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th =' 'es C -740 Aluminum Casement Window — L.M.I., approved 0 . 3/06, exp 5/22/08. Manuel P P.E. Product Contro . finer NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O CONFIGURATIONS OPTIONS } x 0 } x 0 x x 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR i-4-4 "XOX° & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 1.4 °XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 41.7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. Revs, a. F.K. Reree ay F.K Rend ay F.K. pew 325/03 BY F.K. 7/10/03 DN 023/05 12/17/02 PRODUCT RENEWED A"CM/7 i,g.velt6PyePisa& 5aidin CiL n Acmilacacc ADD 13/16°J.G. & MOVE GLAZING DETAILS TOSHEET2 NO CHANGE THISSHEET ADD 75'HT., GLASS TYPES FAND G. REVISE ANCHORAGE Dare 1070100,45OLOGY DRIVE P/OKOM(S. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 NOTES AND TABLE OF CONTENTS Lucas A Turner, P.E. PE 055201 Mechanical A 1/8" ANNEALED OR .090 PVB INTERLAYER 86 HEAT STRENGTHENED 1 1/8" HEAT STRENGTHENED GLASS GLASS 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS -• .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3116" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT �-- STRENGTHENED GLASS .65" NOM. GLASS BITE Rase "r Dab F.K. 3125/03 Road B. Dbr RN 7/10/03 Ra__ Dais: F.K 6/23105 Comm*: Dab: F.K. 03/25/03 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL '7.14`4',"/e0 sal 8 , REDRAW GLAZING DETAILS &ADD 13/16"1.G NO CHANGE THIS SHEET D ADD 13116 "LAMI I.G. W /7 /161AMI & CORRECT 5118" LAW DETAIL By Dater 1070 TECHNOLOGY SRNS NOKOMIS, N- 34275 P.O.67X 1528 NOKOM78, FL 34274 GT P Visibly Better GLAZING DETAILS m ALUMINUM CASEMENT WINDOW, IMPACT CA-745 NTS 2 m 13 u�yxo 7045-8 Lu ai, 1 Tumor, P.E. PE 056201 Mechanical CENTERLINE ANCHOR 1 1/2" LOCATION TYP. 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) a,:+ar F.K Hama fir F.K SEE MID -SPAN ANCHOR DETAIL TYP. (2) } C 13" MAX. O.C. } 3/23/03 SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. ICI f I 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. -- DAYLIGHT — OPENING 4" MAX. I 4° MAX. "Oman 1 �\ 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. } 4" MAX. 74" MAX. WIDTH 30° MAX. DAYLIGHT OPENING 4" MAX. --►I L 1 1 1 11 1 I 30° MAX. --DAYLIGHT -- OPENING 14 1/2" MAX. O.C. TYP. ELEVATION "B° - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION N./ 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT 37" MAX. VENT TYP. 13" MAX. O.C. 1 1 60" MAX. FIXED - I 141/2" MAX. O.C. VENT HEAD & SILL ONLY 1 SEE MEETING RAIL DETAIL TYP. (4) ELEVATION A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT PRODUCT IVINEWVO eseom lyieg uth are Me& Suliffirrd Explu.S4. 27* I3 CHANGE SHEET NO. REFERENCES 7/1OD3 p°vl t"°: ADD HINGE LOCATION DETAILS Aemder F.K. 623105 aev"r"": CHANGE MAX. HT TO 766 AND MAX DLO TO 69" Tha ter F.K. Dab: 12/17102 Checked By ce°: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34273 P.O. BOX 1629 NOKOMIS, FL 34274 Ve7N11A4•Berrer Maasplkar XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS " 13 G®vg"e 7045 -8 Luna A. Turner, P.E. PE 958201 Mechanical /t < / \ .) ///: \ SEE MEETING \ RAII,AETAIL rT;YP. (2) 4" MAX. --►I L 1 1 1 11 1 I 30° MAX. --DAYLIGHT -- OPENING 14 1/2" MAX. O.C. TYP. ELEVATION "B° - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION N./ 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT 37" MAX. VENT TYP. 13" MAX. O.C. 1 1 60" MAX. FIXED - I 141/2" MAX. O.C. VENT HEAD & SILL ONLY 1 SEE MEETING RAIL DETAIL TYP. (4) ELEVATION A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT PRODUCT IVINEWVO eseom lyieg uth are Me& Suliffirrd Explu.S4. 27* I3 CHANGE SHEET NO. REFERENCES 7/1OD3 p°vl t"°: ADD HINGE LOCATION DETAILS Aemder F.K. 623105 aev"r"": CHANGE MAX. HT TO 766 AND MAX DLO TO 69" Tha ter F.K. Dab: 12/17102 Checked By ce°: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34273 P.O. BOX 1629 NOKOMIS, FL 34274 Ve7N11A4•Berrer Maasplkar XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS " 13 G®vg"e 7045 -8 Luna A. Turner, P.E. PE 958201 Mechanical 9—, By F.K a+ "d ey F.K By F.K. DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 325/03 Daim 0/23105 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY a".",n" B 13" MAX. O.C. --37" MAX. WIDTH 30" MAX. DAYLIGHT -- OPENING 4" MAX. F 1 % 7 A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" I-- SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 14 1/2" MAX. O.C. ELEVATION "D" - (SEE SHEET 5 FOR PRESSURES) i.� 4" MAX. I- -k- 13" MAX. O.C. 4" MAX.— 1 -- -- 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 30" MAX. 53° MAX 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 4. MAX. T MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) -°- DAYLIGHT DAYLIGHT OPENING OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION l A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) A 76" MAX. HEIGHT PRODUCT RENEWED as compbi*e with Ha Fim %l ale' Cam, AGN3L9.C5 14.2. a., • a 1 E"pI=mdae a .I:Vi'4'- S& SEE MEETING Bs RAIL DETAIL SHT. 3 TYP. (2) Product 13 CHANGE SHEET NO. REFERENCES "evmmc anon ay F.K. 0&e: 7/10/03 ReHffi"": D ADD HINGE DETAIL It HINGE LOCATION NOTES CHANGE MAX HT. TO 76" AND MAX. DLO TO 59' 12/17/02 CheWday F.X. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOXOMIS, FL 34274 varl eBener "X "r "0", XO °& "OX"ELEVATIONS new ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS Sheet 4 a 13 9-" 7045-8 ( rig Vac- 13 ,% Luca" A Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19118 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -842 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 83.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 -56.2 56.2 -53.4 53A -51.3 51.3 - 49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0-181.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 - 45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 " k'ri ate Raft w - 2 . .. WitF'44 •, ®amer B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 PRODUCT RENEWED an complying w Florhis lidding Casa" TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16" A,. 090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 Acce(tnrs By li/..�_. IID !; .,._ 0 NOTES: X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. / I / 47 L"""PE #58201• P.E. Mechanical anndOr FJG bale 3/25/03 amam" B ADD GLASS TYPE TO TABLES 184 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 39274 PRESSURES- X CONFIG. WINDOWS Read e7. F.K 7!10/03 a°rmron C NO CHANGE THIS SHEET TZ. ALUMINUM CASEMENT WINDOW, IMPACT ""'°"' F.K. a ° 6/23/05 ° " D REVISE ANCHORS &ADD 76" HEIGHT OPTION Da.�ar F.K. D°le: 12/17/02 Df mrer. Mt. I Visibly Better se,u4eoam CA -740 NTS. mart 5 13. °vs4""O 7045-8 R11 D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG POS NEG POS NEG POS NEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 53 1/8 A -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Reader wad ay. F.K Dare Om on Br ftK Mkt 0/23/05 Ror"uns: 0 yarn: 12/17/02 Crieda 114, REVISE ANCHORS& ADD TABLES 76' HEIGHT CROON 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST 'Visibly Better PRESSURES- XX CONFIG. WINDOWS rmc ALUMINUM CASEMENT WINDOW, IMPACT s "5- CA-740 NTS s.a 6 a 13 Amervae 7045 -8 1Vz- i,!G'S Luca" A. Tumor, P.E. PE 958201 MeCha"i"al COMPARATIVE ANALYSIS TABLE 6. "0" & "1/4-1/2-1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4808 GLAZING OPTIONS: A. 5/18" LAMI (1/8"A,.090,1/8 "HS) B. 5/16" LAMI (1/8 "HS,.090,118"H6) C. 7/16° LAMI (3116"A,.090,3/16"HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/8"HS) F.13116" LAMI (118 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3/161 -IS) HEIGHT WIDTHS "0" "XOX" A 26 31 36 38 3/8 43 48 50 5/8 54 60 67 72 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 38 72 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 47.9 -44.8 44.8 -422 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -73.7 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -55.01 55.0 37 74 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 391/2 -75.0 70.0 -67.8 .67.8 -62.1 62.1 -55.7 56.7 -49.8 49.8 46.9 -43.6 43.6 -41.1 41.1 38.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 42 84 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.4 82.4 -58.4 58.4 -83.3 63.3 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 58.4 -53.4 53.4 -50.0 50.0 -44.3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.8 45 90 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.5 -59.3 59.3 53.6 -50.9 47.5 -44.7 44.7 -42.1 42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -85.0 70.0 85.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 70.0 -72.4 -69.2 692 48 96 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 -45.3 -42.5 42.5 -40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -60.8 70.0 60.8 -90.0 -51.3 70.0 -90.0 70.0 -90.0 70.0 -88.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 67.3 64.1 55.0 -55.01 55.0 -5321 532 501/2 101 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 -46.9 46.9 -43.5 43.5 -41.3 41.3 -392 392 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -74.3 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 531/8 108 3/8 A -76.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 48.1 -442 44.2 -70.3 70.0 -68.8 -60.5 60.5 42.2 40.1 -38.0 38.0 362 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -72.4 70.0 -52.81 52.6 -49.6149.6 C,F A -90.0 -75.0 70.0 70.0 -90.0 -58.2 70.0 58.2 -90.0 -47.9 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 -88.5 68.5 -63.0 63.0 -60.0 60.0 54 108 47.9 -44.5 44.5 -491 49.1 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.8 37.6 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -57.1 70.0 57.1 -90.0 -48.4 70.0 48.4 -90.0 -43.3 70.0 43.3 -86.9 -47.5 70.0 -75.0 70.0 70.0 -85.4 65.4 -61.8 61.8 -59.1 59.1 -58.4 56.4 -52.8152.8 561/2 111 47.5 -43.9 -422 42.2 -40.8 40.8 -372 372 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -70.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 57 114 A -75.0 70.0 -58.2 582 -44.8 44.8 -42.1 42.1 -46.2 70.0, 48.2 -72.5 70.0 68.4 63.6 -57.5 -54.8 54.8 -42.5 42.5 -41.2 412 -39.8 39.8 -38.6 38.5 B,E -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -69.6 69.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 581/2 117 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 -66.7 66.7 eta -58.7 -55.9 55.9 -532 53.2 -49.4149.4 402 -38.7 37.6 -36.1 -34.2 342 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -722 70.0 -68.4 68.4 42.61 42.8 80 120 CF A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 -64.9 64.9 60.4 -72.9 70.0 -53.4 53.4 -422 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -392 39.2 37.6 -38.7 36.5 -51.6 51.6 41.7 41.7 -33.7 33.7 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 59.1 -53.0 53.0 -50.0 50.0 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. 42.8142.8 40.81 40.8 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Reed Br F.K RaMlwm: B ADO GLASS TYPE E70 TABLE Rena Br F.K Rena Sy. F.K. 7/10/03 6/23/05 Rerbbns C NO CHANGE THIS SHEET R"HNmre: O CHANGE ANCHORS AND ADO 76' HT. OPTION F.K. Date: 12/17/02 Clanked Un Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 c; ,T_ Visibly Better Deaceplka 1 4 1 2 0 ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS Stale 7045-8 Lucas A. Turner, P.E. PE 95E201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "113 -1/3 -113 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/B "A,.090,118 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC ' POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 89.5 - 87.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -87.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -58.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 87.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 66.4 66.4 - 58.2 58.2 - 55.6 55.6 -52.8 52.6 -49.4 49.4 - 45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -81.8 61.8 - 55.1 55.1 -51.9 51.9 - 48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 1 3 X 1 3 O 1 3 X X O 0 X TABLE 9. "XO" or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: 8.5/18" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1/81HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63" HIGH 1-90.01 70.0 � RRYffiED dm "haft TABLE 10A. "XO" or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/18 "A,.090,3 /18"HS) F.13/16" LAMI (1 /8"A,AIR SPACE,7 /16" LAMI -W/ 3/16"A,.090,3/16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX° SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rom a7 FX 3/25/03 Review= 8 ADD GLASS TYPE E TO TABLE9 Reasdtq F.K Rand Br F.K Daa 7/10/03 Rermor": NO CHANGE THIS SHEET 023/05 D CHANGE ANCHORS AND ADD 70" HELOHT OPTION Dram By F.K 12/17/02 Demme ay Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 �T- Visibly Better Dasonake PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT a.+vwvar CA•740 NTS anon 8 m 13 7045 -8 -- C7 Lucas A. Turner, P.E. PE 850201 Mechanical COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/1rHS) B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3116 "A,.090,3 /16"HS) E.13/18" LAMI (1/8"HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1/8"H6) F. 13/16" LAMI (1/8 "A,AIR SPACE,7/16" LAMI -W/ 3/16"A,.090,3/16 "HS) HEIGHT WIDTHS "XOX" VENT FIXED 26 38 38 3/8 43 48 50 5/8 54 57 67 72 76 NEG POS NEG P08 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.8 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 86.919 24 38.919 A -75.0 70.0 -89.1 70.0 69.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 -55.01 55.0 -63.4 63.4 -58.5 58.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 41.6 -39.2 392 -36.9 38.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90.0 -75.0 70.0 70.0 -90.0 -80.5 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -852 70.0 -55.01 55.0 -55.01 55.0 95.973 27 42.973 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 49.1 -46.2 46.2 -43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -53.5 70.0 53.5 -90.0 -50.4 70.0 50.4 -90.0 -54.6 70.0 54.5 -90.0 -50.7 70.0 50.7 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.01 55.0 108.649 30 48.849 -48.2 48.2 -44.9 44.9 -42.0 42.0 40.1 40.1 -38.0 38.0 13,5 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 115.892 32 51.892 A -75.0 70.0 .49.9 70.0 49.9 -90.0 -46.8 70.0 48.8 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.8 70.0 69.7 -66.3 -83.1 63.1 -55.01 55.0 -55.01 55.0 -52.21 522 -51.3 61.3 -47.4 47.4 45.5 45.5 42.7 -40.7 40.7 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 122 33.887 54.627 A -75.0 70.0 -47.3 70.0 47.3 -75.0 90.0 -44.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 44.0 -90.0 70.0 48.4 -78.6 70.0 -73.2 70.0 -68.3 68.3 64.8 -61.4 61.4 -58.8 58.8 -48.4 -44.7 44.7 42.8 42.8 41.4 -39.5 39.5 37.5 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -18.8 70.0 48.8 -90.0 -43.6 70.0 43.8 -85.8 -47.9 70.0 -74.0 70.0 -69.4 69.4 -64.7 84.7 -61.0 58.4 55.7 -47.71 47.7 -44.6144.6 123.135 34 55.135 47.9 -44.3 44.3 42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -71.0 70.0 C,F -90.0 70.0 126.000 34.791 58.418 A -75.0 70.0 -90.0 -45.5 70.0 -90.0 70.0 45.5 -42.6 42.6 -85.0 '-46.7 70.0 -73.1 46.7--43.1 70.0 -88.8 68.8 -84.1 641 -60.5 60.5 57.9 -55.2 552 -51.51 51.5 -4721472 43.1 41.6 41.6 -40.2 402 -38.7 38.7 -35.0 35.0 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F A -90.0 -74.4 70.0 70.0 -90.0 -43.6 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -87.3 67.3 -82.5 62.5 592 -58.5 58.5 -53.8 53.8 -5011 50.1 130 35.898 58.209 43.6 -41.2 412 -45.1 45.1 -41.5 41.5 40.4 40.4 -38.9 38.9 -37.7 362 -34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.8 88.6 43.01 43.0 CF A -90.0 -74.3 70.0 70.0 -90.0 -43.6 70.0 43.5 -90.0 -41.0 70.0 41.0 -79.9 -45.0 70.0 45.0 -89.3 -41.4 89.3 -65.3 65.3 60.6 -57.8 57.6 -54.7 54.7 -51.9 51.9 43.91 43.9 130.378 38 58.378 41.4 -40.3 40.3 -38.8 38.8 37.6 -36.1 36.1 34.3 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 68.5 C,F -90.0 70.0 -90.0 134 37 60 A -72.9 70.0 -422 70.0, 42.2 -90.0 -39.7 70.0 39.7 -79.8 43.5 70.0 43.5 -89.1 69.1 -65.1 651 -57.4 57.4 54.8 -51.7 -40.4 40.4 -39.2 392 -35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 87.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 87.3 -83.3 63.3 -59.1 -65.9 53.0 -50.0 50.0 40.8 140.8 `XO" & "OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED VVIDTH. TABLE 12. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16* LAMI (31113'HS,.090,3/1THS) All. "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "Or SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT VVIDTH AND 60" MAX. FIXED VVIDTH 70.0 TABLE 12A. "XO° or "Or & "X0X" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4- SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rawl Br FIG Daft: 3/25/83 Rswwmm: B 0 UNEQUAL UTES 0 UNEQUAL LJTES UNEQUAL LITES mum- anraw emptying ME: tbe alexia Batmeg ADD GLASS TYPEE TO TABLE 11 Rail Br F.K a 7/10/03 C NO CHANGE THIS SHEET Rend Br F.K Domes F.K r» 6123/05 12/17/02 Rewmmn: D CHANGE ANCHORS AND ADD 78' HEIGHT OPTION Oreamfr 10707ECHNOLOGY ORME NOKOMIS, FL 34275 P.O. BOX 80X0818, F 1.5324927 4 Pic," Visibly Better PRESSURES- UNEQUAL CONFIG. X0, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT Setketattlat NTS 9 13 7045-8 Lucas A. Turner, P.E. PE AS8201 Mechanical REFERENCE "XO" & "XOX" FRAME REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q ASSEMBLY DETAIL, SHEET 11 Q MAX. HEIGHT (SEE SHTS. 3 & 4) BesdBr F.K. MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX fREFERENCE "XX°FRAME ASSEMBLY DETAIL, SHEET 11 Q I MAX. VENT I'1 111 " © tiro Imo-- DAYLIGHT OPENING - © (SEE SHT. 3) 0 0 MAX WIDTH (SEE HT 3) C) 0 0 LII HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) ma: 3125X13 VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCT RENEWED es complying with the Defiling Cede • • Date I) 2,013 B ADD 13/18' LG. GLAZING BEAD ITEM RandBr FC con 7/10X13 BevHpM C SHOW TOP HINGE grad By, F.K 523105 ReWsiom CHO SHE NO. REF. AND ADD ITEM 89 Thaw Br F.K Dela: 12/17/02 Chock.:: By 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P ; r_ Vistbl• Better SECTIONS talc ALUMINUM CASEMENT WINDOW, IMPACT s"ana"c CA-740 NTS 10 a 13 Gw eBa 7045-8 CA IV2( /or Lucas A. Tamer, P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX° FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN °X" FRAME JAMB j "b" FRAME JAMB Kam F.K. s7 FJK. F. "XO" & "VOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL Dew 8/25/03 B NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 st r/ILI #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL A LI 1.376" .095°T .440° CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 1 .434" 7 2.854" .062° NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. 1 2.919" i 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A NO CHANGE THIS SHEET Rea Br F.K bar 7/10 /03 Revisions. C NO CHANGE THIS SHEET F.K Pox 6/23/05 Ke"aWn ADD 17EM89 0ra"nar F.K. rte: 12/17/02 00r MOM 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT EXTRUSIONS & ASSEMBLY DETAILS TRW ALUMINUM CASEMENT WINDOW, IMPACT Vistbdy Better mramw. CA-740 NTS 11 a 13 7045 -8 11,/%2, I7c Lucas A Tamer, P.E. PE 958201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION 2 1155 781PQA #8 X 1 QUAD PH SMS 7002A MAIN FRAME - LEAD, SILL & JAMBS 3 7008 FRAME CORNER KEY 4 112"X1/2 "X1/8" CLOSED -CELL FOAM TAPE 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8X1QUADPHSMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 10 7026 MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE 11 #10-24 X .562 PH. PN. TYPE F 12 7014 13 1157 78X78PPSMS MULTI LOCK KEEPER (R.H. & L.H.) #8X.875 PH. PN.SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X .375 PH. PN. TYPE B 21 7032 22 7858ZA STUD BRACKET (LS3. & R.H.) #8 X 5/8" FLT. PIE. SMS 23 7033 24 7022 OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 25 7023 26 710x12FP 12" HINGE (HEAVY DUTY) #10X.500PH.PHL. 30 5/16" LAMINATED (1/8A & 1/SHS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8113 & 1/811S GLASS) .090 INTERLAYER - SOLUITA OR DUPONT PVB 32 7/16' LAMINATED (3/16A & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 40 7036 41 7042 43 1224 6TP247 44 45 7/16" LAMINATED (3/16113 & 3/16113 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16") GLAZING BEAD (7/16") VINYL BULB WSTP (CHICK) SILICONE -DOW CORNING 899, 995 OR EQUIV. PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78xI2PSTW/B 67 7004A 67004 #8X.500 SQ. PN.TE(SMS CASEMENT FRAME ASST. TUBE 68 712XIPPT #12X1"PH. PHIL TEL 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 72 7018 7FLDILD SNAP -ONT- HANDLE KNOB FOLDING HANDLE Arad hry. F.K Fewer F.K. Rw 48r F.K. F.K. OsIgn 3/25103 7/10/03 Mew 0/23/05 n"e PARTS LIST CONT. ITEM DWG 6 PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FD:ED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" LG. GLASS (1/8"HS, AIR SPACE, 5 /16°IAMI) 5/16° LAMI = (2) LIES OF 1/8"118 GLASS WITH AN.0901NTERLAYJRt - SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/87!$ AIR SPACE, 7/16 "LAND 7/16" LANG = 3/16A & 3/16115 GLASS WIT11 AN.090IN1ERLAYER - SOLUTIA OR DUPONT PVB as 13/16" LG. GLASS (1/8715, AIR SPACE, 7/16" LAMI) 7/16" LAM= 3 /16HS & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" .865" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" —►I .050" .865" (97/16° GLAZIBEAD MATL: 6063 -T6 DWG# 7042 0 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 .993" 289" .040 " — .172° .870" .050" 117-.569" O13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" 1.124° I- A INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 .062" I I� .093" 0 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A 2.701' ADD 13/113. LG. GLASS 8 GLAZING BEAD NO CHANGE THIS SHEET ReatY"ns: 12/17/02 Checked 87 ADD EQUIV. 70 ITEM44, SIUCONE AND ADD ITEM587, 88 AND 89 1070 TECNNOLOGYDRIVE NOKOMIS, FL 34275 P.O. BOX 1029 NOKOMIS, ht 34274 c;r_ PARTS LIST & EXTRUSIONS Visibly Better rme ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS Shoe 12 m 13 oR" 7045 -8 l z tt /21/G� Lucas A Tinnier. P.E. FE #68201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOT 11/2° MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 A SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 ---ft..1 , .7,,,,,,,..,„„„.. ,,...„ 6 : .,4,16.4 .: -_, 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 2 A SEE NOTE 4 --.-I 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM ASEE NOTE A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 7 SEE NOTE 1 A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 TM` II"1111III 111111411111 - A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE r A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. F.K. 3/15/03 RendEly Rev :xi* F.K Rend 9Y F.K vie°ney F.K 7/10103 8/23105 12/17702 8 NO CHANGE THIS SHEET Rev(etr s 0 RevYbrn Cheda?ey NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3/18• TAPCONS 8 914 SCREWS m": 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOI4IS, FL 34274 PST Visibly Better ANCHORAGE DETAILS n .DA " a,laterals Deldiag Cede Acceptance le - Date �crwy Li. (:%7 TAW ALUMINUM CASEMENT WINDOW, IMPACT sdmt6v° CA -740 NTS 13 m 13 7045-8 D Lucas A. Turner, PE. PE 958201 Mechanical MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127.10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07 -0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per Product Control f= NOA No 07 -0 .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Saluda Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 5f16° LAMI CONSISTING OF (1) LITE OF 1/9° ANNEALED GLASS AND (1) LITE OF 1!8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16° LAMI CONSISTING OF (2) LITES OF 1/W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 0.7116° LAMI CONSISTING OF (2) LITES OF 3!16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7%16" LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16` HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" I.AMI 10: (1) LITE OF 118° OR 3/16° ANNEALED (MIN.) GLASS, 5116° OR 318' AIR SPACE AND 5'16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18° LAMI 10: (1) LITE OF 1!8' OR 3/16° ANNEALED (MIN.) GLASS, 5/18° OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR S/•FLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L13/18' LAMI IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/16' OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K.13/16" LAMI 10: (1) LRE OF 118" OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116° OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: _OX XO• XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A,7. REFERENCES: TEST REPORTS FTL -4858, FTL•4859 AND FTL -5330. ELCO TEXTRON NOA: 040721.01, 03- 0225.05 ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL A8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CLIVRERT,EGMANdtKIN41131NG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Baer FK. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED as cc:nplyingwith the Florida Ln %ti:ag Coda Ace ri2nca No O 0 : 5"°Og' ExpirsionDatc 3111C� Con n ma. 4/16/07 + C AGO FIL-5330 TO NOTES 7& CHQ NOTE 8 TO CURRENT EDIT. Rear 114- F.IC 10/17/06 CHANGE TO ASTM E 1300-02 Bty F.K. uem: 5/13/06 Rarmmm: A ADD AIR SPACE D1M. NOTE 1, TECH. REF. NOTE 78 NOTE 8. Dram By F.IC 2128706 dmaeer JJ. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 7.0 ■OX 1520 NOKOMIS, FL 34274 PST GENERAL Ii1ri7TES'' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better sawawt HR710 NTS sears 1 d 11 4127 -10 1/2° NOM. GLASS BITE 112° NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/18° NOM. 5/16" LAMINATED GLASS 0 LI +� +� 0 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER - ► 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/18° LAMINATED 5/18° OR 3/8° AIR SPACE 1/8° OR 3/16° ANNEALED (MIN.) GLASS 1/2° NOM. GLASS BITE 66,67,68,69,70,71 \I 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS aEXTERIOR INTERIOR (ALL SECTIONS) 13/16" NOM. 13/16° LAMI IG GLASS W/ 5/16° LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 1/16" LAMINATED 3/16° OR 114° AIR SPACE 1/8" or 3/16' ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED NI complying with 0w Florida Building Codo Acceptorro No a — . . O Expiration Dolo 3FJ1C- isY 4/15/07 RavLwn< NO CHANGE THIS SHEET Rare4"y F.K mks 10/17/56 Fieestons NO CHANGE THIS SHEET Reasti°y F.K. r 5/13/06 Regeio w: A ADD AIR SPACE DIM. TO LAMI IG DETAILS 01amny F.K 2128/06 Crtgwbellr J.J. Dew 3113/06 107G TECHNOLOGY DRIVE NOKOMIS, FL 34775 P.O. SOX 1829 NOKOMIS. FL 34274 PG-11 Visibly Better GLAZING DETAILS Tiffw ALUM. HORIZONTAL ROLLER WINDOW, IMPACT seYwtaamt HR710 Fud 2 " 11 Ilambetim 4127-10 /I/ 4- As/7 Ro rt L. Clark, P.E. PE 839712 Structural TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) • WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 518" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 108 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 88 7/16" A,B,C, G, H, I +60.0 -60.0 TO 86 7116" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 Pi =- :.'n'ism a_ m -; ;, , with the Florida sua:- c,. Acccotar 07- 081547 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 ev ,.`,1-4., Pmt er ` 0° GLASS TYPES: TEST REPORT F11-4858 ()tOX), FTL -4859 (OX& XO) AND FTL -5330 A . 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAM/ IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAM/ - (1 /8 "A, .090,1 /8 "HS) I. 13/16" LAMI IG -1 /8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,1 /8"HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3 /16"HS) L 13/16" LAM/ IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16 "HS) �y Robert L. Clark, P.E. PE #3$712 Structural Rand ay F.K. Dale: 4/15877 Rem C ADD INTEGRAL FIN OPTION & UPDATE AS7ME13D0.02OPs 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. PDX 1529 NOKOMIS, FL 34274 DESIGN PRESSURES Re"tler F.IC t 10/17/06 Rein B REVISE DP TABLES TO ASTM E 130002 r� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ""B e' F.K. 6/13/06 ""°"` A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. orev" eye F.K. w": 2/28/06 dmeder J.J. mm: 3/23106 1 Yisib6 Better s 1-04710 NTS ' 3 d 11 oa ams.. 4127 -10 wr G' 27 3/W MAX DLO - ► 54 5/16° MAX DLO FIXED VENT 8 1 0 110° MAX. WIDTH I.F. FRAME 111° MAX WIDTH FLANGE FRAME DETAIL B - XOX (114- 1/2 -1/4) 33 9118° MAX 33 9/16° MAX DLO FIXED C71 DLO VENT A 57 3/8' MAX DLO ALL FIXED LITES 0 1 A 56° MAX DLO ALL VENTS 62° MAX I.F. FRAME ALL CONFIG. 83° MAX FLANGE FRAME ALL CONFIG. Q 73° MAX WIDTH I.F. FRAME 74° MAX WIDTH FLANGE FRAME DETAIL A- OX OR X0 Q 27 3/8' MAX DLO VENT 27 3/8° MAX. DLO -•- FIXED Q D D 85 7118° MAX WIDTH I.F. FRAME — ! 6 7118° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) Rarmay F.K. Ome 4/15107 R ADD INTEGRAL RN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROMSHT. 8. Retoeay F.K mae 10/17/06 R°wwn Et NO CHANGE THIS SHEET Rendey F.K X5/19/08 R A NO CHANGE THIS SHEET F.K 2128/08 dray J.J. 3f23/O. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT VIsibdy Better besadalbe LL EVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s 146710 NTS anise 4 - 11 4127 -10 abed L. Clark, P.E. PE 439712 Savciural INTERIOR EXTERIOR 1 -- MAX. FIXED DLO ---1 MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE Q E INTERIOR dm.imminimm{ I+ MAX FIXED DLO — ►1 MAX VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) EXTERIOR Road fir F.IC SECTION C-C Q (VERTICAL SECTION, FLANGE FRAME) Data: 4/15/07 Daft 10/17/06 Daft 5/13/06 Datir 2/28/06 Flatislonw Q SILL INTERIOR (VERTICAL SECTION, I.F. FRAME)) a awtdmis A J.J. ADD INTEGRAL FIN FRAME REMS 41, 42 AND 43 AND VIEWS_ NO CHANGE THIS SHEET NO CHANGE TIES SHEET 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P^T HEAD (VERTICAL SECTION, I.F. FRAME)) baser= TIONS OA, Visibly Better ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Saataodt S®fe �„ HR710 Half Short 5 a 11 ara.avea 4127 -10 MAX. VENT DLO PRODUCT REVISED as cenr ing with the Florida Acts,i,'snce No indica Date 619 /7//:4 S///e Robert L. Clark, P.E. PE 438712 Structural DWG# 4102 4025 4053 4136 4137 4131 I 71298 1626 4002 4134 1155 4110 4054 4066 4105 I 1683 s 225-1 226 29 4128 32 33 35 36 37 4006 1235 1096 1016 4126 38 1683 39 7070 40 41 42 43 50 51 52 53 54 55 REV A A G DESCRIPTION FLANGE FRAME HEAD SASH STOP (STD.) (ANTI LIFT CLIP) #8X3 /4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER MATL PG# 6063 -T6 AL 612237 6063 -T5 AL 612244 7834AA 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL POLYPROP. ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB 6063 -T6 AL GASKET FOR MAINFRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEETINGRAIL WSTP.,.187 X 230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP,.250X 270 BACK, FIN SEAL D 4139 4140 4141 1224 1225 4039 4044 4222 56 985 59 4067 B 11 A C HORIZONTAL ROLLER SASH TOP GUIDE SASH MEETINGRAIL WSTP,.170 X 270 BACK, FIN SEAL SWEEP LATCH 6063 -T5 AL 606311D -T6 AL 6063 -T5 AL BRASS POLYPROP. 60631-1S -T6 AL DIE-cAST 64136 64137 64131 71298 7PAD1626 612225 74134W/K 781PQA 64110G 64054A 64066G 612240 61683G 42112EID 7BRWHL2 44128N 64006 675160 71096 #8 X .625 PIL FL SMS 7858 SASH SIDE RAIL 6063 -T5 AL 64126 WSTP,.250 X 270 BACK, FIN SEAL 616830 BULB WEATHERSTRIP .187 X 275 LIFT RAIL COVER CAP I.F. FRAME HEAD 6063 -T6 AL 67070K 74078 "C" LORR 64139 I.F. FRAME SILL 6063 -T6 AL 64140 I.P. FRAMEJAMB 6063 -T6 AL 64141 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZINGBIAD BULB (THICK) VINYL GAZING BEAD BULB (THIN) GLAZINGBEAD - 5/16" 6TP247W,K 6063 -T5 AL 6TP248K 64039B GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 644703 GLAZING BEAD - 7/16" 6063 -T5 AL 64222 GLAZINGBEAD -7/16" W /GRILL KIT GLAZINGBEAD - 13/16" 60 GLASS 5/16" LAMI (1/8" A, .090 PVB, 1 /8" A) 6063 -T5 AL 6985 6063 -T5 AL 64067 61 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 63 5/16" IAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 65 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" 1-15) Ramey Dare: R",twnx F.K 4/15/07 C ADD ITEMS 41, 422143 bahr 10/17 ends, F.K RevIsfortr A ITEM DWG# REvl 66 67 GLASS 68 69 70 71 72 73 74 75 76 77 90 1014 91 1630 DE4CRR'TION 1 MATL i PGF# 13/16" LAMI IG1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"A) 13/16" LAMI IG- 1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (U8 "A,.090 PVB, 1 /8 "HS) 13/16" LAMI IG1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB,1 /8"HS) 13/16" LAMI IG3 /16 "A, 5/16" AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 13/16" LAMI IG- 3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"HS) 13/16" LAMI IG3 /16 "A, 5/16" AIRSPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16"A) 13/16" LAMI IG1/8"A,1 /4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "HS) 13/16" LAMI IG-1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16 "HS) 13/16" LAMI IG3 /16"A, 3/16" AIR SPACE, 7/16" LAM1 (3/16"A, .090 PVB, 3/16"A) 13/16" LAMI IG3 /16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16"HS) 13/16" LAMI 1G-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16115, .090 PVB, 3/16"HS) 3105 -H14 AL SCREEN FRAME (HOR & VEIL) SCREEN CORNER KEY W /RINGS POLYPROP. 92 93 1631 SCREEN CORNER KEY wroUT RINGS POLYPROP. 1073 SCREEN SPRING 94 95 1624 SCREEN SPLINE - .135 DIA. FOAM ST.ST. EM PVC 1635 SCREEN SPLINE -.135 DIA. HARD 96 SCREEN EM PVC CLOTH 141 1 I.F. FRAME HEAD 2.784 .062 1.988 —► 43 I.F. FRAME JAMB © #4141, 6063 -T8 NO CHANGE THIS SHEET F.K. 5/13/06 Rte. A ADD SPACE DIMENSIONS ITEMS 05 THRU 77. areo, vm� C1..03 D,e, F.K. 228/06 J.l. 3/13/05 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, PL 34274 Pc" Visibly Better PARTS LIST 3.152 2710 - 42 .F. FRAME SILL ,e #4140,6063 -T6 70e ALUM. HORIZONTAL ROLLER WINDOW, IMPACT D",as.ar aemc HR710 NTS 6 a 11 ra4127 - -10 m" C PRODUCT REVISED as complying with the Florida Building Code Accvpimce No 0 Expiration Date -O obeli L Clark, P.E. PE 839712 550515lal nerve eF F.K (1 FLANGE FRAME HEAD �� // #4102A, 6063-T6 .490 1111 7I -1.451-- -4 O SASH STOP #4025,6063 -T5 Lt 1I -1.349.-1 21 SASH TOP & BOTTOM RAIL #4133,6063 -T5 1.183 .050 1.096 H i J 0 f GLAZING BEAD, 5/16" J #4044B, 6083-T5 (USED W/ GRILL KIT) 4/15/07 nettle= 52 1.122 —2.710 - O FLANGE FRAME SILL #4138, 6083 -T6 .437 O HORIZ. ROLLER TRACK #4131, 6063-T6 .061 79 1.081 32 SASH MTG. RAIL #4008D,6063HS -T6 87 O5� L678 1.088 44SS�-I�LLL, T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 FRAME SILL ADAPTER J #4137,6063-T6 17 FIXED MEETING RAIL #4054B.6083HD -T6 .738 O SASH STOP COVER #4053, 6063-T5 f 1.363 ice--- 2.784 .062 13 FLANGE FRAME JAMB #4002A,6083 -T6 F.050 .678 297+y 1.098 444444 �- -►ILA' �T SASH SIDE RAIL 53 GLAZING BEAD, 5/16" #4126,6083 T5 #4039B, 6083-T5 050 - .- 678 1.1154- 17 56 GLAZING BEAD, 7/16" 59850,6063 -T5 (USED W/ GRILL KIT) 1.097 59 GLAZING BEAD, 13/16" 54087,6083 -T5 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration Dam NO CHANGE THIS SHEET Rerdey F.K Revd* F.K. Drier 10117/08 r NO CHANGE 17118 SHEET '/13/05 Revistaror NO CHANGE 17118 SHEET areo er F.K 2/28/05 aver J.J. vow 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O EOX 1528 NOKOINB, FL 34274 -IGT visibly Better Deaseiptbm EXTRUSIONS rac ALUM. HORIZONTAL ROLLER WINDOW, IMPACT S"mi"mr HR710 Half &mar 7 m 11 Nomtp NW 4127-10 Robert L. Clark, P.E. PE 539712 Structural ANCHOR QUANTITIES, XOX (114-1/2414) WINDOWS TABLE 4 • GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L ANCHOR TYPE a & SUBSTRATE Z3, WOOD ZONES Z CONC ZONES 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES WINDOW SIZE W Y H 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 HEAD & SILL m 34 HEAD & SILL 2 HEAD & SILL m a HEAD & SILL 34 HEAD & SILL m d -a HEAD & SILL to 34 1+02+1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +02 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 3 1+02 +1+02 +1 3 1+02 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+(2+1 3 1+02+1 +02+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1+02+1 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +1+02 +1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 60.000x 38.375 48.000 50.625 54.000 00.000 63.000 1 +(2+1 +C2 +1 2 1 +C2 +1 +02+1 2 1 +C2 +1 +02+1 2 1 +02+1 +02+1 2 1 +02+1 +C2 +1 2 1 +02 +2+02+1 2 1 +01+1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +02+1 3 1 +C2 +2+02+1 3 1 +C2 +1 +C2+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1+02 +2 +02+1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +02+1 3 1+02 +1 +02+1 3 1 +02 +1 +02+1 3 1+02+2+02+1 3 1+02+1 +C2+1 3 1 +C2 +1+02 +1 3 1 +02+1 +C2 +1 3 1 +C2+1 +02+1 3 1+02+1 +02 +1 3 1 +03 +2+03+1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1+02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +C3 +2 +03+1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02+2 +C2 +1 2 1 +(2 +1 +02+1 2 1 +(2 +2 +L2 +1 2 1+02+2 +(2 +1 2 1 +02 +2+02 +1 2 1 +02 +2 +02 +1 2 1 +C2+2+C2+1 3 1 +02+1 +C2 +1 3 1 +C2 +2+ +02+1 3 1 +02 +2+(2+1 3 1 +02+2+02 +1 3 1+02+2+02 +1 3 1 +(2 +2+C2 +1 3 1 +02+1 +01+1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +02+1 3 1 +02+2+(2 +1 3 1 +02+2+02+1 3 1 +02+2+03 +1 3 1 +02 +1 +02+1 3 1 +02 +2 +02 +1 3 1+02 +2 +02 +1 3 1+(2+2 +(2 +1 3 1 +03+2 +03+1 3 1 +C2 +2+C2+1 3 1 +02+1 +02 +1 3 1 +02 +2+02 +1 3 1 +02 +2 +02+1 3 1 +02+2+02+1 3 1 +03+2 +03+1 3 1+02 +2+02 +1 3 1 +02+1+02+1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1+02 +2 +C2 +1 3 1 +03+2 +03+1 3 84.000x 38.375 48.000 50.625 54.000 80.000 83.000 1 +C2 +2+C2 +1 2 1 +C2+2 +02+1 2 1 +02+2+02 +1 2 1 +C2 +2 +02 +1 2 1 +02 +2 +02 +1 2 1 +C2 +3+(2+1 2 1+02+2 +C2 +1 3 1 +02+2 +02 +1 3 1+(2 +2+02 +1 3 1 +(2 +2 +(2 +1 3 1 +(2+2+02 +1 3 1 +03+3+03+1 3 1 +C2 +2 +02+1 1 +02+2 +C2 +1 3 3 1 +02 +2 +02 +1 1 +02 +2 +02+1 3 1 +02+2 +02+1 3 3 1 +02 +2 +(2 +1 3 1 +02 +2+02 +1 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 1 +02+2 +02 +1 3 1 +02 +2 +C2 +1 3 1 +03+2+03+1 3 1 +03+2 +03+1 1 +02+2+02 +1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 106.375 x 38.375 48.000 50.625 54.000 60.000 83.E 1 +02 +2 +C2 +1 2 1 +C2 +2+02 +1 2 1 +C2 +3 +02 +1 2 1 +02+3+02+1 1+02 +3+02 +1 3 1 +02 +2 +C2+1 3 1 +03+3+03+1 3 1 +03+3+03+1 1 +02+3+02 +1 1 +03+3+03 +1 3 3 1 +02 +2 +02+1 1 +02 +2+02+1 3 1+03+3+03+1 3 3 1 +03+3+03+1 3 1 +03+3+03+1 1 +03+3+03+1 3 1 +02 +2 +02+1 3 1 +04+3+04 +1 3 1 +02 +2+02 +1 3 1 +04 +3 +04 +1 3 1 +C2 +2 +02+1 3 1+04 +3+04 +1 2 1+02 +3+02 +1 2 1 +02 +4 +02 +1 3 1 +02 +3+C2 +1 3 1 +03 +4 +03+1 3 1 +03 +3+03+1 3 1 +C3+4 +C3+1 3 3 3 2 3 3 3 1 +03+3+03+1 3 1+04 +4 +04 +1 3 1 +C3 +3+03+1 1 +03+3+03+1 3 1+02 +2+02 +1 3 3 1 +C2+2 +C2 +1 3 1 +04 +3+04 +1 1 +04+3+04 +1 3 1 +C4 +3+04+1 4 1 +03+3+03+1 3 1 +C4 +4+04+1 3 3 1 +C4 +3+04 +1 4 1+C4 +3+C4 +1 3 1 +05+4+05+1 3 111.000x 38.375 4&000 50.625 54.000 00.000 63.000 F.K amssey F.K. Dew 4115/07 Daft' 1 +(2 +3+C2 +1 1 +02 +3+02 +1 2 3 1 +(2 +2 +02 +1 1 +(2+2 +C2 +1 2 3 1 +02 +3+02 +1 1 +03+3+03+1 2 3 1 +C2 +3+(2 +1 1 +03+3+03 +1 3 1 +02 +3+02 +1 2 1 +02+4 +02 +1 2 3 1 +02+3+02+1 3 1 +03+4 +03+1 3 1 +02 +3+02+1 3 1 +C2 +2 +C2 +1 3 1 +03+3 +03+1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1 +03+4 +03+1 3 1+03+3+03 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3+03+1 3 1 +C3 +3+03+1 3 1+03 +3+03+1 3 1 +C4 +4 +C4 +1 3 1 +03+3+03+1 3 1 +02+2 +02 +1 3 1 +C4 +3+04 +1 3 1 +04 +3+04+1 4 1 +03+3+03+1 3 1 +04+4 +04 +1 3 1 +03+3+03+1 Re,amn: C 3 1 +C2 +2 +C2 +1 1 +04 +3+04 +1 3 1 +C4 +3+04+1 4 1 +04 +3+C4 +1 3 1 +05+4+05+1 4 10/17/05 Rendey. Osm: F.K. 5/13/06 bramey Dee F.K. 2/28106 Rerriskons B UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS A 0,++ Cheakedtly Weir J.J. 3/23/06 ADD SPACE DIMENSIONS GLASS TYPES G THRU L 1070 TECNNOLOOY DRIVE NOKOMIS, FL 34275 P.O. BOX 1525 NOKOMIS. FL 34274 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -114° ELCO S84 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/18° LAMI - (1/8° A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8° HS) C. 5/16" LAMI - (118° HS,.090, 1/8° HS) D. 7/16° LAMI - (3/16° A,.090, 3/18° A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16° HS) G. 13/16° LAMI 101 - 1/8° OR 3/16° A, 5/16' OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI 10 - 1/8" OR 3/16" A, 5/16° OR 3/8° SPACE, 5/16" LAMI I. 13/16" LAMI 10 - 1/8° OR 3/16' A, 5/16° OR 3/8° SPACE, 5/16" LAMI - J. 13/16° LAMI 10 - 1/8" OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - K. 13/16" LAMI 10 - 1/8" OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16" LAMI - L- 13/16° LAMI 10 - 1/8° OR 3/18° A, 3/16" OR 1/4" SPACE, 7/16° LAMI - (1/8" A,.090, 1/8° A) - (1/8° A,.090, 1/8" HS) (1/8° HS,.090, 1/8" HS) (3/16° A,.090, 3/16° A) (3116° A,.090, 3/16° HS) - (3/16°° HS,.090, 3116" HS) 3. WINDOW ANCHOR QUANTITIES ME PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4° MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 2212° MAX 0.0. TABLE KEY: X 0 X I1 +03+4+03+11 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) I 25 3/4" max. ►- { P.-3° MIN. 1 I 3 t ! 9' REF. X 0 141 1 X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9° REF- . 25 3/4° MAX - 1 12" TYP. II 1+--3" MIN. 1111 5 1 5 1 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PST Visibly Better ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) sve ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s°naaarw,t &Orr 3+.e om be . HR710 NTS 8 > 11 4127 -10 Pr.OPUCF rS.VISED with the Florida liet'� t:adc Atxe?tsace No O Expiration Doc Sy Robert L. Clark, P.E. PE 539712 Structural ANCHOR QUANTITIES, XOX (113 - 113 -113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (65) ANCHOR 7 ypE fi & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2 3, WOOD Z A NC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL g 5 HEAD & SILL , n 2 HEAD & SILL 2 2 HEAD & SILL ? 2 2 HEAD & SILL -, N 2 HEAD & SILL , N 2. GLASS TYPES: 2 A. 5/18° LAMI - (1/8' A,.090, 1/8° A) B. 5118° LAMI - (118° A,.090,1/8' HS) 48.000 x 38.375 48.000 50.625 54.000 60.000 83 000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C .5 /16' LAMI - (1/8'HS,.090,1/8"HS) °A,.09O,3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 E.7 /16' LAMI - (3116 /16" A) E. 7116" LAMI - (3118° A,.090, 3116° HS) 1+C2 +1 +C2 +1 3 1 +C2 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 F. me* LAMI - (3116" HS,.090,3116 °HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 G.13/16" LAMI IG -1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8° A„090,1/8' A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 H. 13/16° LAMI IG - 1/8° OR 3/16° A, 5116° OR 3/8° SPACE, 5116° LAMI - (1/8° A,.090, 1/8° HS) I. 13/16° LAMI IG 1 +(x+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02+1+02+1 3 1 +0231 +02 +1 3 1 +q +1+03+1 -1/8' OR 3/16° A, 5/16' OR 318° SPACE, 5/16' LAMI - (1/8° HS,.090,1/8° HS) 3 J. 13116° LAMI IG - 1/8° OR 3/16° A, 3/18' OR 1/4° SPACE, 7/16° LAMI - (3118° A,.090, 3/16°A) 53.125 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +02 +1+C2+1 2 1 +62 +1 +02 +1 2 1 +02+1 +02+1 2 1 +C2 +1 +02 +1 2 1 +C2 +I +C2 +1 2 1 +C2 +1 +C2 +1 2 K. 13/16° LAMI IG -1/8° OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16" LAMI - (3/18° A,.090, 3/16" HS) 1 +02 +1 +62 +1 3 1 +02 +1 +62 +1 3 1 +02+1+02+1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 L. 13/16° LAMI IG -1/8" OR 3/16° A, 3118° OR 1/4° SPACE, 7/16° LAMI - (3116° HS,.090, 3/16' HS) 1+02 +1 +02 +1 3 1 +62 +1 +C2+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +62 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +02+1 +62 +1 3 1 +62 +1 +02 +1 3 1 +C3+1 +C3 +1 3 1+02 +1 +02 +1 3 1 +02 +1+02+1 3 1+C2+1+C2+1 3 1 +C2 +1+02 +1 3 1 +02 +1 +62 +1 3 1 +03+1 +03+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 48.000 50.625 54.000 80.000 83.000 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2+1 2 1 +02+1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1+02 +1 2 25 314° MAX. CM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22112° MAX. O.C. 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1+C2 +1 +C2+1 3 1+02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2+1 +C2+1 3 TABLE KEY: 1+C2+1+C2+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 X O X 1+02 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1+62+1 +C2 +1 3 1 +C3+1 +63+1 3 I1 +C3 +1 +03+11 3 H- ANCHOR QUANTITY PER JAMB PRODUCT REVISED o as cor,.;syirg with tiw. Florida Buildtrg Coda 5.,o, 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1+02 +1 3 1 +62+1 +02 +1 3 1 +03+1 +03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+03 +1 3 66.000x 38.375 48.000 50.625 54.000 50.000 63.000 1 +C2+1 +C2 +1 2 1 +C2 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +02+1 +02 +1 2 1 +02 +1+02+1 2 1 +02 +1 +62 +1 A CLUSTER OF (3) ANCHORS CENTERED 2 ON EACH MEETING RAIL PLUS (1) 1 +C2 +1 +C2 +1 3 1 +02 +1 +62 +1 3 1 +02 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 1 +62 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +62+1 3 1 +03+1+03 +1 3 1 +02 +1 +02+1 3 1 +C3+1 +03+1 3 (3° MIN. O.C. ANCHOR SPACING) 1 +02 +1 +02 +1 3 1 +132 +1+02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +62 +1 +62+1 3 1 +03+1 +03+1 3 74.000 x 38.375 48.000 50.825 54.000 60.000 83.000 1 +02 +1 +02 +1 2 1 +62 +1+02+1 2 1 +62+1 +62 +1 2 1+02 +1 +02 +1 2 1+62 +1 +02 +1 2 1 +02 +1 +62 +1 2 25 314° MAX 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +62 +1 +02 +1 3 1 +q +1 +02+1 3 1 +q +t +q +1 -- 3 I -- ►)F -.--3' MIN. 1+02 +1 +62 +1 3 1 +02 +1 +62 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +62 +1 +02 +1 3 1 +03+1+63+1 3 1 111 1 141 O f _--_Y 1 1++1 +02 +1 03 3 1 +02+1 +C2 +1 3 1 +C2 +1 +62.1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +03 +1 +03+1 3 9°REF' X X 1 +02 +1 +C2 +1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +62 +1 +172 +1 3 1 +03+1 +63+1 3 1-\,,_____ 1 +02 +1+02 +1 3 1 +C2 +1 +02+1 +1 3 1 +03+1 +03+1 3 1 ++1 ++1 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +63+1 3 84.000x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2+1 +C2 +1 2 1+62+1+02+1 2 1+02 +1 +C2 +1 2 1+02+1 +02+1 3 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 MTG. RAIL, TYP.- 2 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 3 Acce/aa callo0 o8 'oft 3 (SHOWN IN TABLE KEY ABOVE) s .'...oel7ut, v E. I ..: 1Jado 'rodact �"'S'•1! ° 1 +62 +1 +C2 +1 3 1 +62 +1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03 +1 3 1 +C2 +1 +02+1 3 1 +03 +1 +03+1 3 1 +02 +1 +02 +1 3 1 +62 +1 +02 +1 3 1 +03+1 +03+1 3 1+03+1 +03+1 4 1 +03+1 +03+1 3 1 +03+1 +03+1 3 253/4° MAX. 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +63+1 3 1 +63+1 +03 +1 4 1 +03+1 +03+1 3 1 +C4 +1 +C4 +1 4 -'�' +-1 112° TYP. I-.-3° MIN. 11 86.437x 38.375 48.000 50.825 54.000 60.000 63400 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 3 1 +62 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 -.- 1 1 Q• jo o% Robert L. Clark, P.E. PE 638712 Maximal 1+02 +1 +02 +1 3 1 +62 +1 +C2 +1 3 1 +02 +1 +62 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 9° REF, _ 1 lyll O_ 1 X_ �- 1 +62+1 +62+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1+02 +1 3 1+03+1+63+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 1+03 +1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +63+1 3 OF (4) ANCHORS 1+02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03 +1 +03+1 4 1 +63 +1 +03+1 3 1 +04 +1 +C4 +1 4 MTG. RAIL, TYP. 1 +03+1 +03+1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +04 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. tea," F.K. D� 4/15/07 r: C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. p7pTECHNOLOGY 425 NOKOMIS, FL 3427fi P.C. BOX 1E29 NOKOMl8, FL 30274 - ANCHORAGE SPACING, XOX (1/3-1/3-1/3) Rowell): F.K Dear 10/17/08 Rerlek 8 REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS Tue ALUM. HORIZONTAL ROLLER WINDOW, IMPACT "'ads' F.K. We 5/13/08 A ADD SPACE DIMENSIONS *LASS TYPES * THRU L rem ey F.K Derr; 228/Q�8 dmmtar: J.J. 323!08 I Visibly Better HR710 rraas NTS 9 + 11 ^�' 4127 -10 C ANCHOR QUANTmES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE, & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H 0) m of ca co m w m O 10 m o x ep co m QD d ots co m 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1+02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1+02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +62 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +62 +1 3 1 +C2 +1 3 1 +62 +1 3 1 +02 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 2 1 +C2 +1 2 1 +C3 +1 1 +02 +1 3 2 1 +C2 +1 1 +C2 +1 3 2 1 +C2 +1 1 +C2 +1 3 1 +C3+1 3 2 1+C2 +1 2 1 +02 +1 3 1 +62 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +62 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 1 +C2 +1 3 2 1 +C2 +1 1 +02 +1 3 1 +C3+1 3 2 1 +C2 +1 2 1 +C3+1 1 +C2 +1 3 2 1 +02 +1 1 +C2 +1 3 2 1 +C3 +1 1+C2 +1 3 2 1 +C2+1 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +03 +1 4 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 4 1 +02 +1 3 1 +C3+1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 1 +C3 +1 4 1 +C3+1 3 1 +04 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +1 3 1 +C2 +1 2 2 +02 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +03+2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +02 +1 3 2 +C3+2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3+2 3 1 +03 +1 4 1 +C2 +1 3 2 +63+2 3 1 +C3+1 4 1 +63+1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +03 +1 4 1 +C3+1 3 2 +C4 +2 4 1 +C3 +1 4 1 +63+1 3 2 +C4 +2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +02 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 2 +C3+2 4 4 1 +C2 +1 1 +C2 +1 3 2 +C3+2 3 3 2 +C3 +2 3 2 +C2 +2 2+C3 +2 4 4 1 +C2 +1 1 +02 +1 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +03 +2 4 2 +03+2 4 1 +C3 +1 3 2 +C4 +2 4 2+C3+2 4 1 +C3 +1 3 2 +04 +2 4 1+C3 +1 4 1 +03 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3+1 3 2 +C4 +2 4 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 2 +C3 +2 3 4 2 +C2 +2 2 +C2 +2 2 3 2 +C2 +2 2 +03+2 3 4 2 +C2 +2 2 +C3 +2 3 4 2 +62 +2 2 +C2 +2 2 2 +C2 +2 3 3 2 +C3 +2 4 2 +C3 +2 2 +C2 +2 2 +C3 +2 4 2 +C3+2 4 2 +C2 +2 3 2 +C3 +2 4 2 +63 +2 4 2 +C3+2 3 2 +C4 +2 4 2 +C3 +2 4 2 +03+2 3 2+C4 +2 4 2 +C3+2 4 1 +C3+1 3 2 +C4 +2 4 2 +C3 +2 5 2 +C3 +2 3 2 +64 +2 4 2 +C3+2 4 1 +C3+1 2+C4 +2 4 2 +C4 +2 5 2 +C3 +2 4 2 +C4 +2 5 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -1/4• ELCO 884 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAM! - (1/8° A,.090,1/8' A) B. 5/16° LAMI - (1/8° A,.090, 1/8° HS) C. 5/16° LAMI - (1/8° HS,.090, 1/8" HS) D. 7116° LAMI - (3/16° A,.090, 3116° A) E. 7/16° LAMI - (3/16° A,.090, 3/16° HS) F. 7/16" LAMI - (3/16° HS,.090, 3/18° HS) G. 13/16" LAMI 10 - 1/8" OR 3/16° A, 5/16" OR 3/8° SPACE, 5/16° LAMI H. 13 /16" LAMI 10 - 1/8" OR 3/16' A, 5/16" OR 3/8" SPACE, 5/18" LAMI I. 13/18° LAMI 10 -1/8" OR 3/16° A, 5/16° OR 3/8" SPACE, 5/16° LAMI - J. 13/16" LAMI 10 - 1/8" OR 3/16" A, 3/16" OR 1/4° SPACE, 7/16° LAMI - K. 13/16° LAMI IG - 1/8° OR 3/18" A, 3/16° OR 1/4° SPACE, 7118° LAMI - L. 13/16° LAMI 10 - 1/8° OR 3116" A, 3/16° OR 1/4' SPACE, 7/16° LAMI -(1/8 "A,.090,1/8 "A) - (1/8" A,.090, 1/8" HS) (1/8° HS,.090, 1/8° HS) (3/16° A,.090, 3/16" A) (3/18° A,.090, 3/16° HS) - (3116° HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4° MAX FROM CORNERS. JAMBS: 9° MAX FROM CORNERS AND 221/2' MAX O.C. Rovsues F.K. Dee: 4/15/07 Reviskow C CHG.TABLE# TO 6. & SELECT VALUES DUE TO ANCHOR CAP. ADJ Ibred F.K. bans 10/17/06 Ra.tec 8 REVISE ANCHORAGE FORMAT, HEAD & S01 CLUSTERS Rama or F.K 5113/08 Revisions A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L aremer F.K. °.228/06 Choctedea J.J. 323/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.C. BOX 1829 NOKOMIS. FL 34274 TABLE KEY: 9° REF. I ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 8 3/4° MAX - 1-.--3° MIN. MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS /� 18 3/4° MAX 1 1/2" TYP. I+-3° MIN. PRODUCT P.f VISED as comp'.c with tha Florida Building Col. Accepts= No . -08 +5. Expiration Date 1 BY PANCHORAGE SPACING, OX AND XO WINDOWS WS 7- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L. Clerk P.E. a r/aeeet Scala Spa! anodAMa R°a PE 839712 Better HR710 NTS 10 m 11 4127 -10 Q Structural Visib, A d MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 314° MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 1A CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS "FA 1/4' MAX. SHIM 1 /4° MAX. SHIM WOOD ANCHOR, NOTE 2 1 3/8" MIN. 2x WOOD BUCK. NOTE 3 CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM -+I CONCRETE ANCHOR, NOTE 1 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO Q TAPCONS EMBEDED 1 3/8° MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE'S 13/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. A 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (85) OR 1/4° SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT,,EDITTON. (1.5 KSI CMU) ° OR PER NOTE 1 (3.4 KSI CONCRETE) J 1 3/4" '• MIN. E.D (H TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR EXTERIOR INTERIOR & SILL DETAILS A, B, C, D, & H) WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM NOTE1© 1 3/4' MIN. MIN. 34 KS E.D. TYP. 0 CONCRETE 2x WOOD DETAIL C BUCK, ® NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G, H & I. SEE 1 318' MIN. A NAILING •3 DETAIL D Mom Br a94: Rerbbns REVISE NOTES 1 & 2 REGARDING TRIMF)T HD. & EMBEDMENT F.K. 4115/07 C ADD I.F. FRAME CHO. NOTE 5 TO FBC, CURRENT EDITION & ada, Daft Raft= F.1( 10/17/08 B Reefer F.X. omen sic F.K. pats 5/13/08 228/08 Rolston. A ahedad8r J.J. REVISE EDGE DIST. . EMBEDMENT& SHT. REFERENCES ADD NOTE5. 305 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O. BOX 1529 NOKOMIS, FL 34274 P es, .... ,:a Ac::4cIna: No 0 a •imam Derr DETAIL G (SILL)© DETAIL I (JAMB A TYPICAL INTEGRAL FIN FRAME SECTIONS am«aaae TANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SeeelModet lewrt �aawt IIR710 Visibly Better Half �a�,bolm 1 Rer: 11 a 11 4127 -10 C ,7- L. Clark, P.E. PE X712 Structural BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve' the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov/buitdin¢ code Limitation: 1. Max DLO = Width- 3.75" and /or-Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. comer distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. comer distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1°1',N:D A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04 /13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME - 1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 ke.A4etct \ . LIR4tL4.L Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16° LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL. FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ! & ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM-20005kLUMINUM DESIGN MANUAL $ u.ltsia 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Rwesdrx Dar Ftevirloor i PRODUCT REN€WED as eoreplyiereitb the Merida Valdes Cede Ampoule, osDate � • kvt Walston lbw Br Dew R„xesQ FJC 4/4/07 8 Data Read By: FJC 12115103 FJC 7 /14103 CNG. NOTE 2 TO REF. ASTM E 1300-02 AND REVISEANCNORAGE NOTE 3. ADD REFERENCES TO NOTE 8 AND ADD NOTE 7. Rofskrec A a°maer REDUCE ANCHOR SPACING Dahr W70 TECHNOLOGY ERRE NOKOMIS, FL 34273 P.O. BQX 1829 NOKOMIS FL 34274 Pc GT Visib& Reties NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT mlleffimaee P4K701 s� NTS fosse 1 " 12 mss,o°e 4259-4 �/� a1 Robert L Clerk, P.E. PE .39712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS swso a.m4ax F.K Rex F.K Sawa 35 F.IC 7/16" LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE 11/16° NOM GLASS BITE awt 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) a 414/07 lantionx 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PROOVCFRENEWED e emptying 1, 4 the Redd* Balding fade > PRObUCn REVISED ase0eplylagwith the Florida Bidding Code AaxptaMeNo ! - t:.,.= .4 Expkartoa ate is J • 00 RP Date 12/15/09 Oar 7714103 kerisksue B NO CHANGE THIS SHEET Ravtoms A Ctee."ex NO SI MYOETHL4sHEET Daft 10707ECKVOLOOYDRAW NOKOMIS FL 34276 P.O. BOX 1529 NOKOMIS, FL 34270 PST vrs bKy Better GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT seeweaet PNI701 lives FULL swt 2 d 12 Roberti- OIaA*, P.E. PE 039112 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96 "X46" OR MAX. AREA = 25.13 SQ. FT. EYEBROW OCTAGON MAX. SIZE = 60' BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96 "X48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 48" MAX. 44 1/4" MAX. DLO NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 92 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48° X 96" OR MAX. AREA = 32.00 SQ. FT. • MAX. SIZE = 48 °X96" OR MAX. AREA = 30.28 SQ. FT. MAX. SIZE = 48" X 96° OR MAX. AREA = 31.99 SQ. FT. PRODUCE MA* Cade Acceptance N. j. Emirs*. DM it) B$ PRODUCT REVISED assomplyles.tth the Amide BuidmgCode Ateeptszte No Erphsdos 06 rafix Revisions u..ea° FJC Dew 15 1271&D3 Dew 7114/03 / B Antiwar UPDATE ANCHORAGENOTE NO CHANGE 7HISSHEET checked Err Oahe 1a7D TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BOX 1525 NOKOid18, FL 34274 Visibly Better FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT aseeseese I NTSI 3 m 12 I�°� 42594 B , v, Robert L Cla#t, P.E. P5349712 86uodaal HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68 "X68" OR MAX AREA = 25.22 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 96 "X48" OR MAX AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96" X 48° OR MAX AREA = 31.99 SQ. FT. 981/4" FRAME O.D. 96" MAX. 501/4" FRAME O D. 48" MAX ELLIPTICAL MAX. SIZE = 96" x a7° OR MAX. AREA = 31.99 SQ. FT. 451/4" MAX DLO 931/4° MAX. DLO RECTANGLE MAX SIZE = 48" X 96" NOTE: ® OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. MAX. SIZE =48 "X96" OR MAX. AREA = 3028 SQ. FT. TRAPEZOID MAX. SIZE = 48 "X96" OR MAX AREA = 31.99 SQ. FT. PRODUCT RENEWED is complying withIIePNe D Wilding Code Acceptance N °1. —I 12.10 EmAntioa Dia MIL/ Mod nalb ohm. PRODUCP tu.va ts complying with th° Florida Ridding Code Aecepteace Me OG • DRh Ruled* Das Revisions R".1°3R FC «47 Redskins ADD FRAME O.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE Road BR FK Dekc 12/15/03 Revisiones A NO CHANGE 7HI3 SHEET ParomBr FJC 7114103 o°me5r. Doke 1070 TEQUNDLOGYDRIVE NOKONB, FL 34276 P.O. sox 1629 NOKOMIS, a 94274 PdT YLcib0 Better INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT e"".Wme PYK7O1 NTS mee mne°i°. 4 + 12 4259-4 Robert L Clark. P.E. PE #39712 Structural TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16118) B. 7/16" LAMINATED GLASS (3 /16 "HS, .090, 3116HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1116" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D AREA +80.0 I -80.0 9.70 SQ. FT. +80.0 I -80.0 11.57 SQ.FT. +80.0 ] -80.0 13.44 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 54.500 I A,B,C,D 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. AREA +80.0 I -80.0 10.79 SQ.FT. +90.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 60.000 I A,B,C,D 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. AREA +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 .1 -80.0 65.500 I A,B,C,D 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. AREA +80.0 I -80.0 12.96 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 71.000 I A,B,C,D AREA +80.0 I -80.0 14.05 SQ.FT. 17.97 SQ. FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. +80.0 1 -80.0 16.76 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +90.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +90.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +90.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. wmsr our Aft 4/4/07 ads 12/1$p3 o /14103 PRODUCT m complying with Florida Sutdito Cade EAceepOow tottitho IA! k • P . Revlsisne S A UPDA7E DESIGN PRESSURES PER AVM E 130602 AND NOTES. CLEAN UP TABLE 1 DESCRIPTION ARV HEADINGS CHANGIENOTE 1 ANCHORING WITH /f2$GRENZ ceeen4ur oar 1070 TECHNOLOGY NOKOMIS, FL 34275 P.O. sox 1529 NOKOMIS, FL 34274 visibly Better FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT arrbcut s"er !Sheet 11.0Via. PW 01 NTS I 5 d 12 1 4259-4 11 FX,P7' ra% Retort L Clark, P.E PE #38712 Struc6uel TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16118, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16118, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW "Y" DIMENSION WINDOW GLASS "X' DIM. TYPE F71-3835 FTL -3835 FTL -3850 FTL 3850 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 I -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 2t83 SQ.FT. 71.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +50.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HE GHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHI_t is 10 AND 11. PRODUCT RENEWED as complying with the Florida Ridding Code Meeptenee No0 io Eepirs1on Date 2„J/g�/1�9� 7.n1 By a' tia4 Division • ..._, r', • itspell3): Daft FJC Roved By: FJC FJC B UPDATE DESIGN PRESSURES PER ASTME 130042 AND NOTES. CLEANUP TABLE2 DESCRIPTION AND HEADINGS. A CHANGE ENOTE 1 ANCHORING WRH#12 SCREWS 1070 TECHNOLOGY DANE NOKOU10 FL 34276 P.O. BOX 1628 NOKON6, FL 34274 PST Vtstbly Better INTEGRAL FIN UNIT DESIGN PRESSURES Sea ALUMINUM PICTURE WINDOW, IMPACT PIN-701 Soft IBeec NTS 6 m 12 f n 42259 -4 r / 77 9 RobertL Clink, P.E. PE #38712 Strectorel 2.784" OUTSIDE D 11611 l 0 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) ) O NO a ALONG ENTIRE JOINT SCREWED CORNER ASS'Y RePredBy (FLANGE FRAME) Ott Q WELD (FLANGE FRAME) � 1111 0 I1i MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) Retiskoe ftsvedlbe FJC 414/07 Revisions El NO CHANGE MIS SHEET Rend Br FJC >awnsy Flt oast 12/1803 Data nevisiane A NO CHANGE GEE SHEET tt>aubsiatr Ads 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O. BOX 14M9 NOKOMIS, R.34270 PGT Visibly Better 0 0 MAX. DAYLIGHT OPENING INSIDE PRODUCT RENEWED es domplyEag with the Floras Balding Cale Attenuate NNooa t 1 . It „t Expiration 1 � / ,, ' 7 Mend Dole MOW Division VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASS'Y, FLANGED Ifs ALUMINUM PICTURE WINDOW, IMPACT asseeas weir stet ammo*. PW-701 I HALF 7 a 12 4259 -4 B Robert L Clads, P.E PE X712 Satre iron 2.784' 1 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y ��,,WELD (INTEGRAL FIN FRAME) O L ,�I_�.J O + 1 ii O IIurl I A LO NG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT �- 2.784° 0 4 MAX. DAYLIGHT OPENING Road* Daft Red BF FJC 4 V7 B NO CHANGE THIS SHEET Ibd BF F.K Befs 12HSA15 A NO CHANGE THIS SHEET AeeeBF FJC Odle 74/03 Ceded Br arc 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX MP NOKOMIS N.34274 Pic,; _117 Better INSIDE fbnt- —11w- PRODUCT RENEWED es emptying with the Florida Raiding Cede Acceptance 4 BY M De de OtsialeB PRODUCT REVISED as emptily; whit Se PRO &dem Code A OS No Wilt t ... VERTICAL SECTION ,/ (INTEGRAL FIN FRAME) SECTIONS, INTEGRAL FIN Thee ALUMINUM PICTURE WINDOW, IMPACT e.®mrmd PW-701 (HALF 8 d 12 I 4259-4 B ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PDX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4282 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .050° .970" -1 .975" ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6083 -T5 DWG NO. 4255 Read Or Aft Reldsionte .346" ° .975" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 1.875" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 �BOOI/f.� 4.cii£FV411 Al complying with OK EleeWx Balding Code Anepn°ce No o, 1 .l0 Expiration 8,1e 0 FJC FK Oda 414107 caor 1211403 8 t A NO CHANGE THIS SHEET NO CHANGE THIS.4HEET Mangy F.1C Date 714/03 Cankaiey 1070 TECHNOLOGY DANE NOXOMS FL 34275 P.O. 89X 1829 NOKOMIS, FL 34274 PGT votary Better EXTRUSION PROFILES & PARTS LIST Tlfir ALUMINUM PICTURE WINDOW, IMPACT saw PW-701 Soft HALF mot 9 12 thwaos. 4259-4 B .131 °DIA.MN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4° MAX. r SHIM T CONCRETE ANCHOR (SEE NOTE 1) A WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. ®EMBEDMENT 1/4" MAX. r SHIM ! • • . SEE NOTE 1 FOR • • EMBEDMENT® A -3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: ® 0( ,Z \\0.8 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4° MIN. `15-1.1.v311: 2. FOR WOOD APPLICATIONS - USE #12 OR #14 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. INTEGRAL FIN DETAIL B 1/4' MAX. SHIM T WOOD ANCHOR (SEE NOTE 2) ® , 1 3/8" MIN A EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) I- MAX. 1 SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A SEE NOTE 1 FOR :. ® EMBEDMENT: • • • • t 1/4° MAX. r SHIM T 1x WOOD BUCK (SEE NOTE 3) L 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU Raa4Br. F.K Ram ar F.K bmmay F.K Data PRODUCI tthiat'. t Li) as emptying with the Flotilla Balding Cod Acceptance No og 1l 12.16 Expiration Date 2119 `�'tW B7 Six: 4c. Maud Dade tliedl Dielsion rbix 4/4107 Date 1911803 bake 4103 &mob= A OsteedBr REVISE AND UPDATE ANCHORAGE PER CURRENTFBC CHANGE NOTE 1 AND FASTENER BPACING Dix 1070 1E0010100YORIVE NOKOMIS, FL 34278 P.O. BQX 1828 NOKOMIS, P1.34274 P Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS rax ALUMINUM PICTURE WINDOW, IMPACT Sobsellizdat PYV-701 NTS lass axa 10 a 12 I oK 4259 -4 B • TABLE 3. ANCHOR ON.CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "X' p 0 a 4 > WINDOW "Y" DIMENSION 15.0" 20.0' 25.0" 28.5" 30.0' 34.0" 39.5" 45.0" 46.5" 48 0" 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1. 2. 4. 1. 2. 4. . 2. 4. 1. 2. 4. 1. 2. 4. DIM. X Y X Y X Y X Y X Y XY X¥ XY XY X Y XY XY X Y XY XY XY XY XY XY XY 49.0" O.C. m `% N n m Pi N o m Pi N N N m N sr < m m Pi N w CO Pi N< CO <ePi- N < CO N .- < mmmmm asg N CO Ps N ;5- w N mm 1-_ w N< CO <ePi N <ePi < CO N <t� < mNmNmNCO N< N <ei < N <tir v. N m Nei• CAI Ne%N m N 54.5' O.C. m I" o is m ui o o m O N O v. v m O m `w< o m <<< O <eTi m O <�i mma�mmmm O w eD O ul o w w ui CD m <ui 0 <ee3 << p� O <� O. V� -O<O < < V <o < e3 N a < N CO o P 60.0" oz. t.1 N < rs N O N N N m N w Nr<-P •- N<- ,VgCV%N CO w tD w m e7fe co m =N�t� CO w =u w., � <N N m <'U a<,,,w�a) N <U5 m NNNU5 CO w N 85.5° c.c.03 O A Pi 0 o Pi 0 - N 0 a m 0 Sr 0 < <P$< 0 0 a-mmidm 0 w 0 0 w< m w � < m 0 < - 0 � << a0 - < O < - a- < O < < << < - m < 0 .-� �w 0 N 71.0" O.C. CO PS < s- Is $2 PS < O CO < N CO m m PS < w m P<PS < m < <ei• m < ^n`g CO °fw�wwww m CO Sge--F, m CO m CO n m <PSPr- < CO w ,- CO es. w�<�wrm N ' -ei' m N CO < ^ N <'re m m s- est^cm a0 eR 76.5" OC. at O N < et ei O o < et ai O N N at ;5 O a < V aS 0 en Y ;5 O 'C <7f < O <;S < Y O << '_ Y w m w At Z1 O CO at ;5 O w m w a < w at <'S< < O < d. w < ,4. N ,- < v ;1 O N a P w N P �. <NC7i 0, a < O N < . <N co 82.0" O.C.- to r. < N < m < 0 m .- N < m < < 0D e0 •^ < w m •- < m <- < m < POg m CO m � m g,,E,. w m w a ei+ CO m <� < <O <ei+ V CO N - < m < N Y <i- < m < CO m N"v v- "'N m 67.5° 0.c. CO Ps N N r, m e?3 N o m ui N N N m e73 N m m N w 10 O m < N < eO O mmmmmmm `�t0osv.N/*. w w N w cs w m co <<n 0 m fin-fi 0I CP1' m `%' O 1Nm ,- r w,- <nNa%Nr m co O m =N m 93.0" O.O. m < S. m to < o m < N N m < ,4. "� m ei w m «?t < m <e�S�w m mmmmm � . -t<i+ < 0,< m <0,.< -'. c0 m ., m « 0, N co a.N m 1 <NwN O 96.0" O.C. N N < ts N O N N el N co '4. CO N O< < N '..- N O < m w m ai w C4 CD V ei w 0 m e�S w m l+ m N < 0 < m ' w W n CO V it 0 N m '- r CO N .<- m is m N N '- 0< N 1,2 ti CO N NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X' AND M DIMENSION FROM TABLE 3 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) MAX. 81/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR "Y" DIM. �-- "X° DIM. ---►1 FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2' FROM ANY CORNER. Raved* Wean& Raved97: F.K * Date Date 4/4/07 wee lb,rbs 2Mebs NEW SHEET FJC Dale 7/14103 assist Dat o 1070 TECHNOLOGY DRIVE NOKOMIS, R-34175 P.O. SOX 1829 NOXOMM FL 94274 EZ Visibly Better ANCHORAGE, WOOD SUBSTRATE ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (05) 3. 1/4" ELCO TAPCON 4.1/4' ELCO SS4 CRETEFLEX 5.5/18' ELCO TAPCON PRODUCT RENEWED COM/ 44011 E Cale de Macias Acceptance Na_erdli_LO aspiration Date_244up O�e1 �etOeeeer Wake IlleDUCPREVI® ossouipbitivokblittRodit Rotate Cads Daft i` f11fik Product Canted/ ter ALUMINUM PICTURE WINDOW, IMPACT se, 1 e PW-701 Balm NTS aee.e ustyb 11 e1 12 I 4259-3 //A ROW L t2etk, P.E. PE #39712 Structural TABLE 4. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE WIND. "X' DIM. K O z a ¢ 1- > WINDOW °Y" DIMENSION 15.0" 20.0" 25.0' 28.5° 30.0" 34.0" 39.5° 45.0° 45.5" 48.0° 3.,4.,5 3.,4.,5 3. 4.,5. 3. 4.,5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0° O.C. OD c9i N N s.. r CO 95 a- 0 W 53 N N r m< m 53 N .- P -. r CO .4. r CO m t94 d. r m d. r W W m N CO W a r • W r m 993 i-- r r m Pi aN- a- m r; r m W m t5i N CO 55 W CO 53 Nr CO 'al W m `r r a r. m< CO 93 r CO 53 e- r r m n- r co M m CO 53 aN- N < `- r CO Pi a- 5V e- CO r, r a r r m Ps .N- CO Pi aN- N 54.5" O.C.u� CO O N ?'Ti r CO O 0 CO 95 O N m m 95 O N .- N CO 95r?3r•, O a co CO 0 V. eo N m W m g O W N to ,. m u9993. O W O N r m m W m O m g95 W ♦- m O m grr95 W eD r .� m CO O CO 0 co r,7ias r m m CO O N s- CO �c O.- N - co -- r . r m u`ic 0 CO ° N 80.0' O.C. r N O co R'3 W � CSI m Nr r N CO )t W sr m Cal m eQD W co W W m N r N r co m eZ W m t7l W Al m cif W m h. m T to m 0 W r N r co 1.2 m m 0 m m to co N r •a N aN-., r m m r d3 W .N- N til 85.5" O.C. c95 O r a 95 a o a en o m a CA O N P m.a �i m ,.. m a CA o a c- co m 's m W a CA o a) CO r r r V C3 0 r r a t� O r r m a- I. m .5 W° V• Pi CO 5 W° a Pi CO 5 W m m a r CO y M 0 r a CA O m m m 0 m a CA 0 N r e- a VI 0` N m m a r r a CA 0 ` a Pi 0 cal 71.0" O.C. CO r N r r m d3 r 0 m co N m CO N N m^ fi eD m< CO a3 a m m n Go W m r W m n��ti�ai co CO r m r m r m W eo W m co CO s- m W CO m CO co i W �8i_5 CO r m m m m m n W. N CO r N - .r.., m' m r co tir"'3� CO m ,.. 78.5° O.C. t O r "3 o 0 O N m PS ° a+ w a+ m c�3 O v eo m CO W O W CO c� O O cif r a3 W O W O W m V CO v CO r Or N m CO v W° i N CO v r y CO ° 82.0" O.C. CO r r co r °° N CO m N r a m m m r a co a m co m r 0 m ds r r CO c m r ,.. r m tg co ° m W m m c73 co m Pi m CO ° r m r CO Pi m CO 0 CO V• o m'; N r 1. CO n 10 V' r Y 0 CO V. m 87.5° O.C. LO N N r r m r O m r W N r m m r N m CO V. r CO m u'3 N .4. `' CO m n m W m It < co m o) r r m e�3 ° r° m r r m p., m m a3 W m tTj p CO W CO aN- CO tai W m CO a r W m W r m u r CO m co m CO t� CO N r r m 131 N r < O d. °' r m` n CO N N 93.8° O.C. W 3 r N r r CO < o? < 4 r m< 42 3 ,N... co a r m< m v'3 it a.. m 03 a- m co m W LO to r r u� r r r ui r r r V. 0 m _m t73 W< r t�A co 7i er- m t�J W V. r m a r co W r r � r� m O CO ,� co W N_ '' r CO r CI r m r'S m a r r W a W in a•- ot 98.0° O.C. Cal A- r ° CO PS W N r m `�N" m n m P CO CO m ti to W .N... W m r s. T r ` o `-' r = N m m r'3 W° - m 5 W ° CO t53 W m CO CO Pi CO .- " CO eD Pi CO m I: CO N r r N N r .r- m PS O e m n ca '4 " NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X° AND 'Y" DIMENSION FROM TABLE 4 (MIN. 2118' O.C. CONCRETE SUBSTRATE) MAX. 81/2' FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR DIM. L 1--- "X" DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2' FROM ANY CORNER. ANCHOR TYPES: 1. #12 STEEL SCREW (G5) G 2 #14 STEEL SCREW (G5) 3.1/4" ELCO TAPCON 4 1/4" ELCO SS4 CRETEFLEX 5.5/15° ELCO TAPCON PRODUCT RFerak.wEO lb 110b7plyin sCede c BWt'MIe Amywreee Ne46-1 %12. ID Esptrattoct Deh 'L t4 altailleti-tA 4%4, Cashel Divides PRODUCT REVISED seBVPiytagwith the Food& adding Code ".r�1i if Predeci , 41, 200 taw Retisbas FJC vase sr FK. bob 4/4b7 DSc mew 7/14RX4 Revisions beatabre NEW SHEET moa"46r. tuxr 1070 TEQdVLO0YDRIVE NOKONB.4, FL 34276 P.O. BOX 1626 NOKOMI$ A 34274 Pc ;T Visibly Better ANCHORAGE, CONCRETE SUBSTRATE 7- ALUMINUM PICTURE WINDOW, IMPACT PW-701 bib St* NTS ` 12 m 12 , � 4259 -3 B MIAMIDE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion -L.M.L APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. to NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a 1x 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01 /05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3 /a" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS L Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1.. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28,2011 Approval Date: July 20, 2006 ANCHORS DETAIL B" "C" 01? D" AT BOTH ENDS AND AT BOTTOM MULLIONS w ANCHORS DETAIL A ANCHORS DETAIL A WI W2—I W W = W 1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W 01? W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = HI NOTES: ANCHORS DETAIL "B ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS rA ( ... ' WP 1. I'' WI W2—I W W = W 1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W 01? W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = HI NOTES: ANCHORS DETAIL "B ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS M3) M4) W = W1 +W2 +W3 H = 1-11 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2• WINDOWS AND DOORS 01? COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS ANCHORS DETAIL "B", "C" 01? "0" BOTH ENDS ANCHORS DETAIL "B", C" 01? D" BOTH ENDS MULLIONS H -W1 W2--- MULLION W — W = Wl +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR WI -1-W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO SHEETS PRODUCT RIENEWS0 asadazspInritb Maim Acceptance a,ir09- TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANS1 /AF &PA NDS-200 1 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. obert L. Clark, P.E. PE #39712 Structural T IND STRESS Roved 8y: F.K. 530/06 Raved 9y.' F.K. 5 /5/06 Revisions: NOTES 5 & 6 C D" TECH. REFS. Drown By: P.J.P. 48/00 DeseripHon: 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Series /Medek MULLS NTS Sheet 1 a 7 Orawuq No. 6221 ( ... \j\ limmik I�■ ......./ -, .../ W3— .- ---W 1 W2 w M3) M4) W = W1 +W2 +W3 H = 1-11 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2• WINDOWS AND DOORS 01? COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS ANCHORS DETAIL "B", "C" 01? "0" BOTH ENDS ANCHORS DETAIL "B", C" 01? D" BOTH ENDS MULLIONS H -W1 W2--- MULLION W — W = Wl +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR WI -1-W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO SHEETS PRODUCT RIENEWS0 asadazspInritb Maim Acceptance a,ir09- TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANS1 /AF &PA NDS-200 1 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. obert L. Clark, P.E. PE #39712 Structural T IND STRESS Roved 8y: F.K. 530/06 Raved 9y.' F.K. 5 /5/06 Revisions: NOTES 5 & 6 C D" TECH. REFS. Drown By: P.J.P. 48/00 DeseripHon: 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Series /Medek MULLS NTS Sheet 1 a 7 Orawuq No. 6221 ' PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION 1" MULL= r FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION, DETAIL A" 2h(TYP)i MIN. 2" OR 4° #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 PGT 1x MULLION SEE NOTES 2 & 3 MIN. *DT) 1h(TYP WOOD BUCK REMOVED TO CONCRETE 1 SEE NOTE 1 WOOD MIN. [BUCK 2� "( {P)1t(TYP SEE f • NOTE 1 } #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE W177-I EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 TYP CAL MULLION 0 STRUCTURE WITH NOTES< WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE ,. IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4". CRLIL —FLEX 1 3/4" NOTE 1 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS 01? 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. POT 1 x MULLION 1" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOTES 1 & 3 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" MIN. 2" OR 4" 2 ( )1h(TYP SEE NOTE 1 • WOOD BUCK 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED 01? PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS rRobert L Clark. P.E. PE #39712 Structural Revel By. Oat • 1—MODn F.K. 5%30/06 D— MODIFY NOTES .3 & 5 Rend . C 53/04 A DEMBED DETAILS Drown By: Dote: P.J.P. 4/28/00 1" HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rt* ALUM/NUM TUBE CLIPPED MULLION Sertee/Model: Scaler: Sheet Crowing No. MULLS NTS 2 o1 7 6221 Rev. D 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG /1099 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE A' 1 x 2 x 3/8 1 3/16 1 x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x4x.5/8 .5 3/16 ® TWO LOCATIONS ANCHOR ©ANCHOR THREE CATIONS MIN. 1 ONE (1) ANCHOR Q TWO (2) ANCHOR NOTES: 1. IMPQRTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON Shia IS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN As MAX. .3. REFERENCE TEST REPORTS: FTL- 2902, 2903 AND 2975. © FOUR (4) ANCHOR LOCATIONS (2)EQ.SP. (A- 3/4)/2 [..--iMIN.TYP. (4)EQ. SP. (A- 3/4)/4 $MIN. A O THREE t.3) ANCHOR LOCATIONS MIN. ® FIVE (5) ANCHOR LOCATIONS SIX (6) ANCHOR LOCATIONS MIN. TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert 1. Clark, P.E PE 1139712 Structural 1NDU ES Rered B�: R 1ByC 5%30/06 r5 /06 Revisions: N0 D HG THIS SHT CAD W, ADD DIM.&NOT Drown By. P.J.P. 48/00 1' BHEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, Ft 34274 ALUMINUM TUBE CLIPPED MULLION Series/Mode MULLS NTS Sheet 3 0/ 7 Drawing No. 6221 Rev. D 3 8 14 1 J 8 3 1 4-" 24 2 1 21 32 116 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE :: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 3 4-' 4 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 5(; L Clark, P.E. PE #39712 Structural ae F'. .. 5730/06 DRANO CHG THIS SHT feared 9y: F.K. Drawn ay: P.J.P. DesaNpDOn: aevielona: 5%5/06 C —NO CHG THIS SHT 48/00 1" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOM!$ FL 34275 P.O. BOX 1529 NOKOM!$ PL 34274 ALUMINUM TUBE CLIPPED MULLION Seriee /Modek Scale: Sheet Drawing No. MULLS I X 4 a 7 6221 Rev. 0 CHART 2. -1 x2.75x.375 'QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 CLIP TO OPENING (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B 70 (2) A (3) B (3) A (3) B 80 90 100 110 (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B 120 (2) A (3) B 130 160 (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B CLIP TO MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) (3) B (3) B (3) B (3) B (3) B (3) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 131 131 112 112 99 99 90 90 84 84 80 80 77 76 76 76 76 76 76 113 113 97 97 85 85 77 77 72 72 68 68 65 65 64 64 63 63 63 63 86 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 44 73 73 62 62 54 54 49 49 45 45 42 42 40 4Q 38 38 37 37 36 36 67 67 57 57 50 50 45 45 41 41 38 38 36 36 35 35 33 33 32 32 54 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 43 43 37 37 32 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 25 25 21 21 18 18 16 16 23 23 19 19 17 17 15 15 CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 60 90 100 110 120 130 160 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B MULL LENGTH IN INCHES CLIP TO MULL %c\ 42 48 50.625 54 60 63 66 72 76 78 84 90 96 (1) (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B 155 142 134 130 130 130 130 130 130 130 129 116 107 102 100 99 99 99 99 99 115 100 91 85 82 80 80 80 80 80 94 81 73 68 64 63 62 62 62 62 67 58 51 47 44 42 41 41 41 41 58 49 44 40 37 35 34 34 34 34 50 43 34 32 30 29 28 28 28 38 32 29 26 24 22 21 20 20 20 32 27 24 22 20 18 17 17 16 16 30 25 22 20 18 17 16 15 15 24 20 17 16 19 16 16 Vertical Mull �,Opening� Width MW! Length Horizontal Mull F Opening Width L Mul! Length —' Multiple Mulled Units r -- Mull Length \Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. MIODUCTOZNEWED Mceptaneeris Expbadier TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS j '1'O/ 6 Robert 4 Clark, P.E. PE #35712 Structure( IT INDUSTRIES Rev8dF. 8y Rend Ely: F.K. 3%30/06 5/06 D-NO Revisions: 10 THIS SHT C—MARKED REWSIONS Omen 5y: P.J.P. 4/26/00 1' HEAVY WALL, PRESSURE CHARTS 1 de 2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION SerinAkdeh. MULLS Scale: NTS Sheet 5 of 7 Tivaring No. 6221 CHART 3. -1 x2.75x.650 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 CLIP TO OPENING (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2)A- (4) B 110 120 130 160 (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B MULL LENGTH IN INCHES CLIP TO MULL A 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 137 157 166 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 141 123 141 152. 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 133 152 117 134 106 122 99 113 94 107 90 103 88 101 88 100 88 100 88 100 125 143 110 126 99 114 92 105 87 99 83 95 81 93 80 91 80 91 80 91 118 135 103 118 93 107 86 97 81 90 77 85 75 82 73 73 79 73 79 106 108 92 92 81 81 73 73 67 67 63 63 60 60 58 58 56 56 56 56 91 91 77 77 68 61 61 56 56 52 52 49 49 47 47 46 46 45 84 84 71 71 63 63 56 56 51 51 48 48 45 45 43 43 42 42 40 40 67 67 57 57 50 50 44 44 40 40 37 37 35 35 33 32 32 30 30 54 46 46 40 40 36 36 32 32 30 30 28 28 26 26 25 25 23 23 44 44 38 38 33 33 29 29 26 26 24 24 23 23 21 21 20 20 18 18 31 31 26 26 23 23 20 20 18 18 17 17 15 15 29 29 24 24 21 21 18 18 17 17 15 15 Vertical Mull Mull Length �0pening] Width Horizontal Mull Opening With Mull Length —' Multiple MUlled Units Mull Length \Opening Width NOTES- ?. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. ataisobloguttbdaridds esidleaCtis TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural FAT INDUSTRIES ReveF B,. 30/06 DR O�CHG THIS SHT Retied By: F.K. 575/06 ReHeonw C REI?SIONS Drown By: P.J.P. 428/00 oescdwwn: 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY OHNE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 ALUMINUM TUBE CLIPPED MULLION soon/made MULLS NTS Sheet: 6 m 7 Orwing No. 6221 Rev: D CHART 4. - 1x4x.375 QTY. & TYP. ANCHOR CLIP TO OPENING OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) P (4) B (3)A '(6) B (2).A (4) B (3) A (6) B CLIP TO MULL (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B 42 48 50.625 MULL LENGTH IN INCHES 170 170 170 170 170 170 170 170 170 170 170 (5) B 170 (5) B (5) B (5) B (5) B (5) B (5)B (5) B 170 170 170 170 170 170 170 170 54 60 63 66 72 76 78 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 169 170 170 170 170 170 154 170 143 170 162 136 170 158 170 157 170 157 170 157 170 157 170 170 131 170 128 170 127 170 127 170 127 170 170 170 170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 116 165 116 165 170 150 170 135 170 125 170 117 166 112 156 108 150 106 145 105 144 105 144 154 144 170 134 170 120 165 110 148 103 136 98 127 94 120 91 115 89 112 88 111 170 125 160 112 140 102 126 95 116 90 108 86 102 83 98 81 95 79 93 140 170 121 148 108 129 99 116 92 106 87 99 83 93 80 89 78 87 75 84 84 90 96 108 111 144 128 138 111 117 98 102 90 92 83 83 77 77 73 73 69 69 66 66 62 62 112 112 95 95 82 82 74 74 67 67 62 62 58 58 54 54 52 52 48 48 92 92 78 78 67 67 60 60 54 54 50 50 47 47 44 44 42 42 38 38 64 64 54 54 47 47 42 42 37 37 34 34 32 32 30 30 28 28 25 25 59 59 50 50 43 43 38 38 34 34 31 31 29 29 27 27 26 26 23 23 27 27 22 22 19 19 17 17 15 15 Vertical Mull Mull Length I_Opening l Width Horizontal Mull F Opening Width Mull Length Multiple Mulled Units Mull Length \Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1 /4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS r tr, t Clar!<, P.E. PE /35712 Structural FT, INDUSTRIES F r 5%30/06 D- ONTIAS SHT Reese By: F.K. 5%5/06 CED REVISIONS brown By: P.J.P. 4%28/00 Description: 1 " HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY DUNE NOKOMIS, a 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS Scala NTS Sheet: 7 at 7 Ororing No. 6221 Rev. D COUNTY BUII,DING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets 1through 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 07 -0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. 1sto., 1. Lttkvi.L. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 E -1 NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1(8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8° LAMI NOM. (.402°) CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.485") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS . D. 7/18" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/18° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X A X�X XO.OX, XXO� OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED 70 STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE Z SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR " 1111 -Et 1/2' GLASS BITE F� f 94 EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS—"- .090 PVB INTERLAYER DUPONT BUTACITE OR ® SAFLEX/KEEPSAFE MAXIMUM INT. - 3/18' HEAT STRENGTHEND GLASS ® 'Mod SF Fx aotatate -+ .402 ---A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE EXT. - 3/15" ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3(16" HEAT STRENGTHEND GLASS ,485 +- 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 8, 7 ANCHORAGE 8-10 Approved as comply/RI with the Florida %Aug Date e 1f 8, Z_oo? NOM 7- 0tZ9• /U Miami Dade Product Cashedt Mel .l I. `iM1fae4 �l� Dar EMBER a RwWa A =REYEXT. OF GLANS OVERALL TiDASIESS AND MASS BRE ADD GRASS MEEK TOGIAMODE7Att8, ADD was i MK. REVISE FA: NOTE 1, GIMEOES RPLBADDNOTE& Oaan&e Dec CheaYeBr Ore F.K 222/07 41 821,07 81!4/07 1070 ONEIN LOGYDRIVE NORMA R. 84275 P.o 80X 1079 FL 54274 NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT VLdbly Better eerawra FD101 acre I ft* Ix 1 10 arawa 11005-1 flaw B Robelt L. peck, P.E. PE #38712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, )0(, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS WI SIDE UTES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 88 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8 °- 953/4" 3° 371/2" 6° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O WIDTH 27 3/4" 361/8" 36 3/4" O WIDTH 36 3/4" SINGLE SIDE LITES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +642 -842 +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -86.6 +63.1 -63.1 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 1+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0,,0X0, XXO, OXX & 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT 1S NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, 0, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 251/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 314" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 2° 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE RradER Des O WIDTH GLASS TYPES A, B, C OR D 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -352 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: . GLASS TYPES: A. 3/8° LAMI (1/8° A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2° MAX. OXO WIDTH = 1091/2" MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH =143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPUCABLE IN MIAMI -DADE COUNTY. A5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WITH 29° SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85° HIGH DOUBLE DOOR WITH 36112" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE = +43.6 / -43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _ +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE UTES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL Approved as complying with O. Elorkilrglectoo Date ,i p� p� tCoab"I Robber Rend Bie DAR Raabs BYSO7 8 DOR *Adam &MR A FX FX Dow9F FJC amasF J.L REVISED TABfE2 LESION P ESSURESMDfiARIRE13 NON -FIEINF. VERSION CONINE MASS TYPE:UMWSLZES PIO NOTES ADO NOTE 355B. SENSE NOTE 1.2 83 A00 NO7Afl0E137O TABLE 1MID2 EMCEEING SIZE LESION PRESSURE AND ADJUST. ALL DES FOR TABLES DAR 1 8121/07 10707E01040C, .34275A/E Pc �T N awM P.C. BOX 1529 MONONA Ft 34274 viably Baler DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT fisthatkde FD/01 tede Ix sera 2 s 10 S•roMi 11005-1 Ron B 7 r/6 Robert L Clark, P.E. PE 939712 Structural 73 1/2" MA C4° t MAX I1. SEE NO 3 ►�r MANX --+� MAX 1 SEE NOTE 4OX OR XO SEE NOTE 4 OXO SEE NOTE 4 NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE LITES OVERLAP 'X' AND 7O(' DOORS BY 314° WHEN ASSEMBLED TO MAKE 7CO','OX','0X0'10(0', '0)0C AND '0)0(0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 'X' AND 70C DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.848) (70(' DOOR = DOOR WIDTH/2 - 4.079) G DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH - 1215/16" DLO WIDTH IOC = DOOR WIDTH/2 -11 5/18° SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH 31/8' Vin �t,.i ;. ,:,:iutt with the r et,4,; :4u.6109. C./.1t ;, ,R 07 t rAtttr ArradrIA Pits t FX 9M&W CORRECT VERTIGV.OLOAIDJDRIROAS TVAIPIIV PX 104/07 A ADD DLO FDWORASK7R POOR IDEDELREAL OOORPLOD L DENTIFYDEADMXAlIDSPECIFY AOf.AND WPM= fro oeGt momre� ors FJC 1/17/07 J.J. 1 821)07 1070 TECHNOLOGY DRIVE NONSMIS, RR.34275 P.O. BOXC1527 At01WMIS. PL 34274 Pc�T Vi hb Berra ELEVATIONS Wee ALUM. FRENCH DOOR & SIDE LITES IMPACT arweam tarn trS"t F13101 NTS 3 u 10 maws. 110054 Rae B Robert L P.E. PE 039712 Scum SEE NOTE 4OX OR XO SEE NOTE 4 OXO SEE NOTE 4 NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE LITES OVERLAP 'X' AND 7O(' DOORS BY 314° WHEN ASSEMBLED TO MAKE 7CO','OX','0X0'10(0', '0)0C AND '0)0(0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 'X' AND 70C DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.848) (70(' DOOR = DOOR WIDTH/2 - 4.079) G DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH - 1215/16" DLO WIDTH IOC = DOOR WIDTH/2 -11 5/18° SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH 31/8' Vin �t,.i ;. ,:,:iutt with the r et,4,; :4u.6109. C./.1t ;, ,R 07 t rAtttr ArradrIA Pits t FX 9M&W CORRECT VERTIGV.OLOAIDJDRIROAS TVAIPIIV PX 104/07 A ADD DLO FDWORASK7R POOR IDEDELREAL OOORPLOD L DENTIFYDEADMXAlIDSPECIFY AOf.AND WPM= fro oeGt momre� ors FJC 1/17/07 J.J. 1 821)07 1070 TECHNOLOGY DRIVE NONSMIS, RR.34275 P.O. BOXC1527 At01WMIS. PL 34274 Pc�T Vi hb Berra ELEVATIONS Wee ALUM. FRENCH DOOR & SIDE LITES IMPACT arweam tarn trS"t F13101 NTS 3 u 10 maws. 110054 Rae B Robert L P.E. PE 039712 Scum MAX. DLO INTERIOR MAX. DOOR HEIGHT 1.489 DOOR SECT. A-A VERTICAL EXTERIOR MAX. DLO R41 INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B-B VERTICAL SL VIEW G-G CORNER ASSEMBLY Approval as complying with the Florida ®Code ao7 NOM o7— O4 2t.. /t7 Miami Dade Product Carded ay t Z 1. 1.114,11. BwadBp Ode Rawl* FR Cas It•.dee 8 NO CHANGE THR MEET. RevadBF FJC FJC DAr4A7 Rsatinor A SHOW DOUBLE HOLLOW HEADSECTWNAT CORNER ASSEMBLY Der 1/22107 Choked* J.d Dear 8121/07 tom 7ECHNOLOGY DRIVE po NOKOMIS, R 84273 c �T P.O.8QR1618 N21=133, R 94174 Visibly Better EXAMPLE ELEVATIONS NPR ALUM. FRENCH DOOR & SIDE LITES, IMPACT b0101 Seem Oft OxedvM lt2x 4 s 10 110051 B MAX. x WIDTH DLO DC SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. SL WIDTH - 1 INTERIOR EXTERIOR MAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved a complying with ttte Florida Dublin Date L Zo6 NOM Miami Dade Product eMml/ %Tett/ L C4aee la Rowell* Doke Mix FJC ReAaac 0 NO CHANGE 7NMEMEET. Readily: FJC fig: FJC Six 5H4ff/ _ '!/72/07 Roils ADO 'DOOR {WSW LBE'roBEOtaoNEES VMS' MO EUfE'roSEW: FF sae SOAP 1070 TEOIPIOLO0YOWE MJ OOSS, R.3 275 P.A BOX 1579 NOKOMIS F134274 Pc dT Vtdbly Bette► VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LIES, IMPACT Selmagot FD1O1 acie 112x Moe 5 a 10 01•0006 11005.1 B Robert L P.E. PE 538712 Structural ITEM DWG # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 2 3 4 5 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 955 7955X FLUSHBOLT STRIKEPLATE 938 7938X 2 PT. LOCK STRIKEPLATE 8 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FP)P #8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH 8 895 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10 11 12 13 14 15 16 952A 6533016 FILLER HEAD ADAPTER 11000 611000M OUTSWING THRESHOLD 1670 671670 WSTP, .350 RD FOAM FILL TSLOT (AMSBURY#32011) 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 11001A 411001A ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 915D 60380 FRAME JAMB ( OUTSWING) 21 1010 80300 WSTP.,Q -LON .190 X.375 HIGH 22 6608 66608M REINFORCEMENT, 1.000 X2.750 X0.650, 8081-75 23 24 25 1140 78X112PSATS #8 X1.500 PHSQAT /S 1048 71048 JAMB SCREW COVER CAP 930 41721N STRIKE PLATE INSERT 26 1118 710)CG4PFA #10 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 9100 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 8911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.825 PH. FL SMS 913A 60378M TRUSS CLAMP 35 1130 BTRODA 5/16 -18 THREADED ROD 36 990 7990NUTA 5/16 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FLTEK 39 997 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW 118 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 8983 DOOR PANEL ASTRAGAL 1 ( OUTSWNG) 45 9848 6984 DOOR PANEL ASTRAGAL 2 ( OUTSWING) 46 1213 60200K WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS ITEM DWG POT# DESCRIPTION 60 9200 69200 SIDELITE HEADER 81 921D 6921 SIDELITE SILL 62 9168 60381 SIDELITE JAMB 63 1155 781PQA #8 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 68 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTING BLOCK, 3/32" X1/4" X1' W /PSA 71 71267K SETTING BLOCK, 1/16" X1/2. X 1° W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 986 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8° LAMI - 1/8" A .90 PVB, 3/18" HS 96 GLASS, 318" LAMI - 1/8" HS, .90 PVB, 3/18" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3116" HS 98 GLASS, 7/16" LAMI -3/16" HS, .90 PVB, 3/16" HS 102 11008A 141106A ACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK n1 .360 U U 360 13 OUTSWING THRESHOLD CHANNEL COVER 8063 -T6 - X2.750 -� 1 125J OTUBE MULL 6063-15 70100 Approved as com0y1o2 with the Florida B Code Date NOMA Miami Dade Product o Tl71F Raid* aac Arm s,= Oft FX 951517 Redraw 8 NDONNGEnB8arEET. Raa/aF the Fx 85457 aft F.K 7/7?/V7 A ADD REM 11TDEADDOLTAA 21 INACTIVE PANEL ONLY' TO 515141. dJ. 8/Z1m7 WO TECHNOLOGY DRIVE NOCOIdS, F194478 P.O. BOX 1529 50505115 FL 94214 PST PARTS UST a- ALUM. FRENCH DOOR & SIDE L1TES, IMPACT awmse FD101 are 6 a 10 owns 11005 -1 B 4.626 4.000 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 3.655 4.726 1.400 1.272 4.100 31 550 .050 Q f TRUSS CLAMP 6083-T5 4.726 4.100 DOOR PANEL SIDE RAIL r5 44 1.500 12 1 R l F II .750 FILLER HEAD ADAPTER 8063 -T6 �+--- 3.000 -+{ OFRAME HEAD 6063 -T6 .050 .079 ICI 1.489 1.479 J 3.000 11 OUTSWING THRESHOLD 8063 -T8 DOOR PANEL INTERIOR ASTRAGAL 6083 -T5 4.675 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063 -T5 72 7/16' GLAZING BEAD 6083 -T5 �- 3.100 -►{ 5.459 6.085 ft J .__L. :SL HEADER 8063 -T8 61 SL SILL 6063 -T6 3.000 1-1.480-.1 20 DOOR FRAME, JAMB 6063 -T6 -► -1.578 .050 3.000 62 SL JAMB 8083 -T6 .830 r"-i_ 2.980 .050 SL JAMB (j6 ADAPTER 8063 -T8 37 WEATHER STRIP CHANNEL 6063-T5 HINGE 6063 -T5 0.375 .125 Approved as complying with the Florida Martiag Cale Date Oc-T lftIVO'? NOAm 2_ CnmMa ni Dad e P P d &6q I. L14 4PI Award,* Oak sMeaac 07607 Ikke 2W Reolnkac 0 NVAIINIC A aaa+.ueF J.J. NOChUakTE TF09&rfff. AD13120OFFTO1T91106 RAtiB BED DNA To7THls1o, s1, 44.46662 Dm' 821/D7 1070 TECHNOLOGY O NOKOMI9 FL 34,775 P.O. AQX 1628 NOXOWS FL 34274 PIG" VL1/bly Beae► EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT MUM awae sane 1/2x 7 d 10 �Ms 11005-1 B N K L Clark, P.E. PE 839712 Structural JAMB ZONE "A" HEAD ZONE "C" I JAMB ZONE °A" ZONE "D" I ZONED "D" I w 0 CO roc V JAMB ZONE "A SILL ZONE "C" SEE TABLE 3. SHT. 9 HEAD --I- i ZONE "F" "E" ZONE-1 SILL SILL ZONE -} -- � Z ZONE `FeNE t SEE TABLE 7., SHT. 9 w z CO z N CO 1ZONE D"E° I O I ZONE 'D "tZONE""E"� w s m XO OR OX w 0 m PLUS; EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. SILL I SILL i ZONE 'V' ZONE °D'� 'ZONEE "E° I TZONE °D" t ZONE "E° I SEE TABLE 4., SHT. 9 SEE TABLE 5., SHT. 9 SEE TABLE 5., SHT. 9 1 ZONE "D "'ZONE""F" I Z�-t fZ��ZONED"F°�ZONED"F'�Z1 i JAMB ZONE "A" f A / OR \\ OXX Xx x \ 1 JAMB ZONE B" <XXO \\ , / 1 SILL _I_ SILL .ZONE -i ZONE R7" ZONE '7" E SEE TABLE 7., SHT. 9 B. 71 3/4 "x83 314" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. x X x xx X xx I / Xx x \ .... -. .. } - JAMB ZONE B" - { / \\ wx o OXXO \ N DI x 7 x \` I // 7 YY"YY Y my Y Y , SILL ILL }-ZONE--I } --ZONE "F" .4___ ZONE °F°— }-ZONE f SEE TABLE 7., SHT. 9 °E" ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/411 UNIT, NOTES: 71 3/4'W 'XX DOOR WITH 19°W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8° MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. O.C. HEAD & SILL OF SIDE LITES: 8° MAX FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approve l as eemht,...pug NLM 160 0 (,7Gt tt zoo % NOM 07 -66 ELL) Miami Dade Product Comm) aY L44 I. L.441.4^ mad* Sorkc Nester Reader Aft FJC WSW Mod* Mee Fx &14117 Inn* cox FJC 222177 RoAsKir f NOOHANOE7FW SHEET. A CH/MEW GOPA ZOEFROM V.TO V. alb/ WHOA TYPES ambles* Mx JJ. 691187 IWO TECHNOLOGY ORME NOKOMIS, FL94279 P.a BOX MS M KOMIS, FL 94274 Pic" vidbly Beaar ANCHORAGE, CONFIGURATIONS rr ALUM. FRENCH DOOR & SIDE L ITES, IMPACT POf91 NTS 8 a 10 11005-1 B %CCCCkkkk / �? L Cta,t P.E. PEJ9712 91n7rSuml TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE A, 6, C, D 2.3, WOOD 1,2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR 'TYPE & SUBSTRATE A. 8, C, 2,3, WOOD 1,2, CONC TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B. C, D Z3, WOOD 1,Z CONC TABLE T. OXO, )000 0)0( & OXXO GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS %P • 25.50 TO 37.60 LOAD ZONES WIDTH x Hi. x b PL I" d 25.50 x 79.75 83.75 87.75 91.76 95.75 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.75 87.75 91.75 95.75 33.60 x 79.75 83.76 87.75 91.76 95.76 36.50 x 79.75 83.75 87.75 91.76 95.75 37.50 x 79.75 83.75 87.76 91.75 95.76 Rost* Lies 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 10 6 8 8 10 10 8 8 8 10 10 8 8 10 10 10 b x o�oyy 5 D00R WDTHS ")OP - 47.75 TO 71.75 LOAD WIDTH x Ht ZONES Lu pm 4 4n' a WIDTHS LOAD ZONES "0" 10.75 TO 38.75 WIDTH x Ht DOOR LIMNS - 25.50 TO 37.50 LOAD ZONES SIDE UTE WIDTH X Hi. 00 4 x to 00 b x x DOOR WAS "X - 25.50 TO 37.50 %Of - 47.75 LOAD ZONES TO 71.75 SIDE LITE WIDTH X HT. 5. 1 6 6 4 2 4 2 4 2 d 2 4 2 4 2 a2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 a 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 47.76 x 79.75 83.75 87.75 91.75 95.76 51.75 x 79.75 83.75 87.75 91.75 95.75 55.75 x 79.75 83.75 87.75 91.76 95.75 59.75 x 79.75 83.76 87.75 91.76 98.76 83.75 x 79.75 83.76 87.75 91.75 855.75 67.76 x 79.75 83.76 87.75 91.75 95.75 71.75 x 79.75 83.76 87.76 91.76 95.76 4 5 5 5 5 5 5 5 6 6 5 5 5 6 6 5 5 8 8 6 5 8 6 6 7 6 8 6 7 7 5, 6 6 7 7 3 4 4 4 4 4 4 4 4 4 8 7 7 7 7 7 7 4 4 4 4 4 4 7 7 7 4 4 4 4 4 7 7 7 7 8 6 6 5 6 5 8 8 8 8 8 5 5 5 5 6 8 8 8 8 10 5 5 5 6 8 8 8 8 10 10 6 6 5 6 6 8 9 9 10 10 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 6 2 3 2 3 2 3 3 5 3 5 2 3 2 3 3 6 3 5 3 6 2 3 3 5 3 5 3 5 3 6 3 5 3 5 3 5 3 5 3 6 3 5 3(T 3 3 3 6 5 6 Rodeos 0 10.76 x 79.75 83.75 87.75 91.76 95.75 12.75 x 79.75 83.76 87.75 91.76 95.75 19.00 x 79.76 83.75 87.75 91.75 95.75 21.75 x 79.75 83.75 87.76 91.75 95.75 27.76 x 79.75 83.75 87.75 91.76 95.75 38.13 x 79.75 83.75 87.75 91.76 95.76 38.75 x 79.75 83.76 87.76 91.75 95.76 4 4 4 4 4 1 1 4 4 4 4 4 1 1 1 2 4 4 4 4 2 2 2 2 4 4 4 4 4 2 2 2 2 2 4 4 4 5 5 2 2 2 2 2 5 5 6 8 8 2 2 2 2 2 6 8 7 7 7 3 3 8 8 7 7 7 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 10.76 x 79.76 83.75 87.76 91.76 95.75 12.76 x 79.76 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.75 83.76 87.75 91.76 95.76 27.75 x 79.75 83.75 87.75 91.75 95.75 4 3 3 3 4 4 4 4 4 3 4 awed/ Fx aram RaWmt 8 NO OVVME TRW SHEET. Regal AF FA: Das Rol A ADD AMUSE IMITABLE 870 TABLE'L, D. WARM TABLE 0, 164DZO0? D'TO D' AND COLUMN RJ0 $ AD136.1OA TYPE& Dr o08F FJC Das 1/17/07 aamaaeF J.J. BiL1/07 1070 7 JOLOOYDRIVE r;x42Th P.a BOX 1529 R. 84274 38.13 x 79.75 83.75 87.75 91.75 95.75 38.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 5 3 5 3 6 3 5 3 5 3 8 3 8 3 6 4 8 4 7 7 6 7 5 8 4 8 4 7 5 7 5 7 6 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 10.75 x 79.75 83.75 87.75 91.75 4 2 4 2 4 2 4 2 95.76 4 2 12.76 x 79.75 4 2 83.75 4 2 87.75 4 2 91.76\ 4 2 95.76 4 2 4 3 19.00 x 79.75 83.75 87.75 91.75 95.75 4 3 21.76 x 79.75 83.76 87.75 91.75 95.75 4 3 4 3 4 3 4 3 27.75 x 79.75 83.75 87.75 91.75 95.75 4 3 4 3 5 3 6 3 5 3 5 3 38.13 x 79.75 83.75 87.76 91.75 95.75 38.75 x 79.75 83.75 87.75 91.76 95.75 5 3 8 3 6 3 8 4 6 4 7 5 7 5 7 6 8 4 8 4 7 5 7 5 7 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 re O us O e4 m O APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved aaustcaompiylux with the .Date or-.7 J ?7 2067 NOAB 10 Miami bade Product Control 'tstt41 1. Lt 5 k .1e Pcr VL iMy Better ANCHOR QUAN7TTY LOAD ZONE TABLES nr ALUM. FRENCH DOOR & SIDE UTES, IMPACT INA ewe 9 s 10 ItcrVR. 110'06.1 Row B • 2X WOOD BUCK, NOTE 2 L._1 3/4" 3.4 KSI MIN. CONC. MIN E.D. 1X WOOD BUCK, NOTE 2 1/4° MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4' IVIAX SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 Ext 1X WOOD BUCK NOTE 2 1 3/4°_,,i MIN E.D.H 1 3/8" TYPE 1 1 3/4" TYPE 2 -1- 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) DOOR HEAD (CONC) 1/4" MAX. __„.4 SHIM 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 3/8" MIN. 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 13/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4° TYPE 2 (CONC) 1/4' MAX. SHIM 4 3/4" MIN. ED. V •••• • *. • • 1 3/4° MIN. ED. 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 EXT. 1/4" MAX. - SHIM 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) NOTE 3 MAX. 1 3/8" TYPE 1 1 3/4" TYPE 2 • *i. 1 3/8" MIN. CONC. ANCHOR, NOTE 1 SIDE 2X WOOD BUCK, NOTE 2 LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 3/8" TYPE 1 1 314" 'TYPE 2 CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1/4° MAX SHIM --=1 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1 314° ., • MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. • 1 3/4' MIN. E.D. 1X WOOD BUCK, NOTE 2 EXr . SIDE LITE JAMB (CONC) CONC. ANCHOR, 1X WOOD BUCK, NOTE 2 1/4' MAX. SHIM --4A1 314* 3.4 KSI MIN. CONC. t DOOR SILL (CONC) 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) NOTE 1 3 MI 3.4 KSI MIN. CONC. 1/4° MAX. SHIM 1 -1 3/13" TYPE 1 4 3/4" TYPE 2 ... 1 314 MIN. ED. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 314° MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4° SS4 CRETE-FM( ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2` THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3408 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approved as apopt:::tg s.fl. Florida Booting Code Date ACT tht _7009 117 NOAH — Z . Miami Dade Product Control rty'flt.41 NNW RH Oak Rodsloor Awed pp Rimed* FJC fas•ar FJC mak.: a Roddxs A Chalet* NO CHANGE DNS SHEET. SPEC. TYPE I 112EMBED. ON COW. DETAA.A. SPEC. TYPE 263 ON WOOD MUSS. ADD ANCHOR TYFES TO NOTE 1. Doc I 6121/07 1070 TECHNOLOGY DRIVE AVIC0198, FL 94218 P.a MN NOKOMIS, FL 34274 PIG" ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 846141140* F0101 Omit NTS Mat 10 d 10 Daelosies 11005-1 B L Clark, P.E. PE 039712 Structural